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 AND MOISTURE CONTENT 
 
 Metz Reference Room 
 Civil Enginesring Department, 
 B106 C. EH. Building 
 
 ‘ University of Illinois 
 Urbana, Illinois 61801 
 
 THESIS ° 
 
 | "SUBMITTED IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE 
 OF MASTER OF SCIENCE IN CIVIL ENGINEERING IN THE GRADUATE 
 SCHOOL OF THE UNIVERSITY OF ILLINOIS, 1925 
 
 _ UNIVERSITY OFILLINOIS 
 
 | LIBRARY 
 “ AT URBANA-CHAMPAIGN 
 ‘ ENGINEERING 
 
 URBANA, ILLINOIS 
 
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 BY 
 py NS -ILMAR OSCAR JAHLSTROM ye 
 B. S. State College of Washington, 1923 ety 
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 Kis deus 
 
 SHRINKAGE OF CONCRETE DUE TO CHANGE IN TEMPERATURE 
 
 ~ 
 
 i. 
 
SHRINKAGE OF CONCRETE DUE TO CHANGE IN TEMPERATURBE 
 AND MOISTURE CONTENT 
 
 BY 
 
 ILMAR OSCAR JAHLSTROM 
 B. S. State College of Washington, 1923 
 
 THESIS 
 
 SUBMITTED IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE 
 OF MASTER OF SCIENCE IN CIVIL ENGINEERING IN THE GRADUATE 
 SCHOOL OF THE UNIVERSITY OF ILLINOIS, 1925 
 
 URBANA, ILLINOIS 
 
Digitized by the Internet Archive 
 in 2022 with funding from 
 University of Illinois Uroana-Champaign Alternates 
 
 https://archive.org/details/shrinkageofconcrOOjahl 
 
TABLE OF conTEnTS | 
 Page 
 
 Le Pralicinory | BG 
 Ry Historiont Gorcury of Previous Tnvestigeiiane 4 
 | be Obj oot end Goope of Present Inveeticai ion we 
 | &y Aoknowledgnent as 
 | * MATERIALS, SPSCINENS AND METOD OF TAKING READINGS 
 
 1, Materials pe 
 . | Se Soeeimene end Their Preparation | 20 
 ; Se Gonditions of Eaposure ar 
 &, Apparatus | | 355 
 Ge Readings | : des 
 | , oe Auxtd tory Seecinens oe 
 7. Qoefficien?t of Excanesion Seeotmens 4a 
 RIMMNTAL DATA AND DISGUSSTON | 
 i, Explanation of Piguree 4? 
 &, Sxplonetion of Phote graphs | 49 
 $3. Explanetion of Tevles t 6g 
 &, Explenctiion of Curve Diagrasa : #8 
 
 &. Phonesena ef Toate 3 a2 
 Oe Anelyoie of Shr inkage Styroceos bg 
 
 (a) Competicon of Surfece and Core y 
 BRoagureoents oo 
 
 (») Therm Coofficions of Conarate Se 
 (so) Shrintace Stresece in Bicol - Ga 
 
 {a S€Ceot of Moiavere Content upon | 
 Shr inkams GE Vener ete §5 
 
 Pe Summary | « 
 iV BEBLTocAarity : 107 
 
f 
 : 
 
 Di eae es 
 
 ‘ih, a ag 
 Aaa 
 ew ,, Pee : ’ » 
 
 Pe 
 
 if Oe 
 
 he 
 ie 
 & 
 
 : ? ? 
 
 LIST OF TAPLES 
 
 he Thoread Qoett totont of Bxpanodon 
 
 Expansion Goolficient 
 ‘Shrinkage Goeiiicient 
 
 Sieve Anolysis ef Gravel 
 
 Sieve Anolyois of Sond 
 
 Tension Test of Sand 
 
 Determination ef Coulfigient of Eapana ion 
 
 LIST OF DEAGHANS — 
 
 Control Cylinder ie 
 Aince Dind Specimen A 
 Amea Disk Specimen B 
 Sivein Oouse Conarete Svecinen & 
 
 a # o Ca BR 
 
 . * Hteol ® A 
 Avarova Gurvea Speaimen A 
 
 r) ° # B 
 Goin ond Loea in Noisture Specimen A 
 
 we ” tt ® 8 
 
 fecperature of Conorcte ae 
 
 " it " * 
 
 Tenvilie Arch Dinerans 
 
Me 
 
 a a 
 
 i 
 
 A toad 4 fe ih OM 
 
 : i. " speatcen A (clove w) 
 
 mane e’ 2. Sti Weset, oe aA Ce RP , Pe 
 
 S Or BORGIUEY Gee SO OME he 
 
 inwh 
 
 aah 4 
 
 pais, gray for turing sooe Died Roost 
 
 st 
 
 ah begaene 
 med 
 
 ah 
 
ZT, IsTRODUCTION. 
 
 2, Preliminary 
 
 The use of concrete hae grown to such an extent in recent 
 years that a better knowledge of ite behavior under temperature and 
 moisture changes is needed, 
 
 Concrete, like steel, expande and oontracts with changes 
 in temperature. The thermal coefficient of steel is practically 
 uniform, while that of concrete varies with the richness of the 
 mixture. 
 
 Investigations show that concrete contracts when thez is 
 ® lose in moisture, and expands when there is an absorption of 
 dutehure:. This phenomenon of concrete deforming under different 
 conditions of moisture content is of great importance in large 
 concrete structuree, such as arches. What stresses this deformation 
 of the concrete due to moisture changes produces in an ereh, for 
 example, is not known at present, 
 
 At present investigations are being wade to study the 
 effect of moisture content on concrete. With more information in 
 fegard to changes produced in concrete due to temperature and 
 moisture variations, valuable data useful in the design of concrete 
 
 wtructures will be added to the present meagre knowledge. 
 
Bee, “iV FR 
 ipo R 7 ai : _¥ te “yd + »¥ Ln 73 @ tie eV COnre o Yo env @ , \ 
 4 Se 
 
 no te ( Pepe 
 bos VL. 
 ' we « _ 4 .* ely tf} Sie M 
 | Nas 
 
 coo eat \eandeteg 
 
 oa “uvelor te sods ta 
 
 a, 
 
 “aocwvirs ster 
 
 * Le : 
 
 ’ Sib Us sod of FL UIAD edt % 
 i. ne 7 2 
 a vat Soh a2 ,8 gee 
 
 ; ; 
 be | tovpotg BA et 
 
 rag « a i-th) 2 
 
 vt ae 
 a . , ° a wee 
 ) Oe Veet aon, bree om T8 tam’ 
 a | Ree 
 = , “a @ &° 2a Ge eas 
 
 SULDEING OS iasicav «¢ : 
 
‘in water expanded and contracted when expoaed to oif, 
 
 ibe 
 
 34 HISTORICAL SUMMARY OF PREVIOUS ODSERVATIONS 
 
 : 
 
 In the following paces « tric? eusmary of the 
 observations eeade on the contrastion and expancion of conerete due 
 to varying seistare content will be civen. 
 
 Articles by the authors referved to can be found in 
 the bibliostaphy. | 
 
 One of the earliest exyerimenta alone this line was 
 
 Made jointly by Eserson and Peatody, students at the Cause Senesi 
 of Applied Golense, Although thelr experiments were not on « 
 laggee gcele they showed quaiitatively the setion of sonorete when 
 iemersea in water and when Grieg in alr. They found that oonorete 
 
 “ In those teste as in aloost eli the following, $e oises 
 ef the apeciamme were Gmoli, Eaergon used apeolacns % ine by G in. 
 by 39 in, in size. | 
 
 As Ry Binney sade observations on the effect oi 
 temperature on & blegk ef granite cunatele 190 ft, long ond one 
 foes aquere im ofees geatians 34 was Dullt to feat on rollers and 
 free to expand in 21 Ajvosticna, Movement of the blogs wae 
 Meiguyod vy vernivra attaghea toe the ends ond mov Lag azainat 
 pillere detoohsd from the block iieelé, Readings were token over 
 ® poxiod of thrwe yeata, It was noted that the expansion ond con 
 tragtion of the sonerete was greotly influenged by the condition 
 
oe) =a ewe 
 
 Oe 
 
 of the atuoephere, in wet Genther the expansion duc to absorption 
 of noisture wag often oo ouch aa thet due te euener heut, Taking 
 the average of a1] conditiona in various states of weather, the 
 expane fon Whee Ge90GERS inoh for & rise in Sonperature oF " ¥. 
 for % ies 100 Pte long and i ft. SQUAT Gs 
 
 fo observe the ebeorption of no ietare by oonerete, & 
 
  @8ke of conerete 1 ft, on & alice wae auspended vou & Stooleyard 
 
 projecting through che wail of & eenll bud iding, oxpesing its 
 6 a4. £t. te the weathers fn 24 hours a oadn in woicht of 2 Lbe. 
 
 Vea notods 
 
 His tests vere wade on wather emall epegimene. The 
 tuets ineluded oben vovet tone on heat dacan’ and On mortars 
 | The neat sexent bere 1 in, by i ins by 4 in, in ¢ise 
 wore afied in a Food at shout the aan’ tcaperatare for 4 years, 
 One thicd the ahr inknce geourred in the firet week, sorte than one 
 holt in the first aonth and aleost ‘#ih in the first »our. A total 
 ohF inkace af Oe8R8 percent wea noted in ‘ yoara, of Swhich 84-0 pare 
 
 ‘gent eoourred in the first your, Shrinkage at the od of tHe 
 
 years was ‘praotitenily the sane for aged and fresh oenent. 
 
 Beat oement were kept in water at a gonetant temperature 
 for A el three ¥ eare Ghored en expansion of O407 « O06 peroent 
 Gh the end of the first year and elicht expansion from Shen on. 
 Katurel rock eouent showed an exponeion of 0049 percent. 
 
 > fhe bass were then drica in aig at Room temperature Tor 
 5 days, Tho larsest soentreation shown eae 3415 peroent and the 
 
 gm llest Osh percent, Three cub of the four apeciwens gontrasted 
 
ginv't ern wae i 
 
he 
 further than to the initial volume, hen again placed in water the 
 expansion was rapid, in one day 90 gercent of the length, lost in 
 contraction in 69 days drying, was recovered and expansion slowly 
 continued until three of the four were longer than in the previous 
 imaersion. Bars which ha@ shown almost no change under water from 
 the first to the third year, dried out at a rate of 1,7 in, per 
 100 ft. in air and in one day, when brought in contact with water, 
 again expanded 1.6 in. per 100 ft. 
 
 Tests were also made on a 1:3 mortar made of standard 
 
 Ottawa sand. Eight bars of the same size as the others were used, 
 Bars kept continually in water expanded during the first few weeks 
 as much as .05 per cent; they contracted later and usually expanded 
 again, the final expansion being not greater than .05 per cent, Bars 
 kept continually in air showed greater volume changes than those 
 kept in water, the contraction after three months averaging about 
 0.0% percent and up to 0.10 percent. When the bars were changed 
 from the dry state to a wet state and vice versa, the change in 
 length was about 0.06 percent, The use of water proofing compound 
 showed no favorable action when tried out, A compound bar composed 
 of one layer of neat cement and one layer of 1:3 mortar expanded and 
 contracted together but at different rates and degrees; the 
 differential expansion varied from 00 - 6.15 percent, 
 
 A. T. Goldbeck 
 These tests were made by the Bureau of Public Roads, 
 U. S. Department of Agriculture to determine effect of moisture on 
 
 concrete, 
 
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 satunde to ebae 100 :$ ¢ Bo ebes cals etew efeet 
 
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 But Ol Fagii eas pats p.aeqxe to?av af yl Couns 28 e00 ial 
 
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 hobracxe mo tet: twoo yodt :fmeo 16a 20, 22 ger 
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 tow ood | ‘ote few s of ofate yxb ot = 
 
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Se 
 
 2 ol preeerhiaen: of sonetete sere wood, o 19844 mix 
 gi - uses man, ‘wf very vet and very ary goneieteneies, Plain 
 ond Peinformaé apedinene wore teated, The porventage of etcol 
 eee Wee 0,63, The specinens were 8 in, by @ in. im oroas section 
 na & ft, lone ee ‘el 
 
 ; The apesiaens vere cured in aiy and in weter, Cortect~ 
 i: on + "fons wore made for teaporature éiffovenves, Frow these teste the 
 i a f “following gonglesions were drawn, A 14394 mixture GOREL Oa le more 
 oe? fe than a 19636 aintere, and that the grester portion of the con 
 slo 5, traction tokes pleve inside the giret theres senthe ond fully 0 
 aa , ‘pereont in the fire% oonth, The ooxieuwn sentragtion in gix months 
 | i 9400089 inoh per inch of length in 1¢43¢ concrete, The nah nats 
 a gontraction for reinforced conerete wes 0.0005 inch per ineh of 
  Mongthy The apeoinen wader water expended var he vol — 
  Gpprominately 300901 ingh per inoh of Leneth, 
 
 marine after one 
 —e remaming cea annie constant, 
 
 2 ni n e | | Mishois ana Notudienss muie obearve tions on the 
 
 pepe, - tonperature ahances in two orehes, Tn oennechion with these a 
 teat block of gonerete 10 iny by 3 ins by 36 in. wis aade to 
 
 | detarmine ‘ahr inkage of the oonoerecte os weed in the aroh, A 14094 
 ts was we eis The tost block was kept at uo songtant temperature 
 cM hel Pe fox 199 gays, in waioh tine 16 B20%ed & Gh¥inkOge of 
 
 ga see - Mattaien nae teste om one inkage and tine effects in 
 Loree: const ote, The resulta of hig teste on shrinkage only 
 
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 WA be given here. A boom 4 ins by G in, by 46 ins exposed to 
 aix after the fires day showed extremely rapid shrinkage during 
 the firet month. A @lichs oxpensien in the summer was noted 
 when moist air from the outeide wee allewed to enter thy roon. 
 in winter ohrinkage again commenced due to the ary cir of the 
 Foon and during the eleventh vonth showed « fapic vise, In one 
 | year the shrinkage wae neurly 6.0005 ineh-por inchs 
 | Observations were then eade on S$ beams < in, by 5 in. 
 by 49 ine, Gf 29554 iliestone cororete with Uso percent reinforee- 
 went. The beane were cured alike under wet sucka for 5 days, 
 after hich one wee left oven to the olf, one kept 16 weeks under 
 Set Gacka, end the other alternately severed ond epen, The beans 
 were kopt im such & wey thet no other influenes exespt differ once 
 ef eoisture content was present. It wee found from these tosis 
 that the total ehrinkace wee independent ef the sendition of 
 geuring; the specimens 612 being aliowed to ary out after the sixth 
 ms "that they are 
 feote uade on oylinders cured winklerly exvept/not 
 ‘Reswettod at the 190th day <r showed the following reaulte, 
 Ave tHo sy. exposed eont inually to dry air i733 ib. per 
 BV. WO oye ait, wes and dty 1815 in Me 
 Avs two ays covered ftxet 9 days 2660 A par 
 Gonslusions aftrived at as a reauls of spews Seer 
 With witeriain and mixtures as used in these, it 
 ie vate to preatet ® she itkose ef from Sto 1 ineh er sere in 
 
 100 ft. when exposed to the ordinary apy air of & hoeted buildings 
 
it 
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 _ 
 .* ; 
 
It ig not certain when shrinkage will cease, however % to 2/3 ow 
 shrinkage may be expected within 40 to 60 days after exposure to 
 dry air, Curing conerete in a moist medium during the early stages 
 seems to have no effect in reducing total shrinkage, the only effect 
 being to retard the action; thie in eapite of the fact that the 
 atrength of the conerete is materially increased by the treatment, 
 
 Slight increases in moisture content will retard shrink- 
 age and even cause swelling, which seems to warrant the belief that 
 structures open to the elements would never show the same total 
 ahrinkage found in these teste, Continual shrinkage in beams and 
 slabe acts to produce an increasing deflection, though not to the 
 gane extont as time yield, 
 
 gS $: Gs <3 
 1 adit Se PAAR Es wr 
 
 Tests by Matsumoto at the University of Tllinoie on plain 
 
 and reinforced concrete substantiate earlier tests, 
 
 Observations on 30 specimens 2 in. by 3 in, by 2 in, in 
 size, mortar and plain conerete, exposed to damp storage, dry room 
 air and finally oven heat, showed that richer mixtures absorb more 
 water and expand more than leaner ones, shrinkace is greater for 
 mortars and rich concretes than leaner concretes, It was noted in 
 the case of a 1:1 mortar that it contracted 0.025 percent in 70 
 days although it contained more moisture than ite initial amount. 
 The author concludes that the water which coos into conorete may 
 exist in two different ways, either combined with cement in a 
 chemical compound, or remaining in a state which effects the volume 
 of the concrete, Glight contraction was also noted in concrete in 
 which the moisture content wac kept uniform, 
 
 | In a second set of teste on 24 specimens, half of 1:2 
 mortar ond half 1:2:4 conerete, it was noted that dry concrete 
 
eatt—t0 tis ot f west pen ar dati te 0 
 ot SIR RIMPRS a) tas ta eva ie) ot wit sia writ " is 
 
 ‘oyeto yineo @cly yychtih siddem felon « aa 
 
 foetio ela off ,opeinieda intor gntasbes at pp ake 
 
 tet? toc off be oftee at eldt pawtdes ett Bani 
 
 tm <% od yo beaeeter!? ¢llaltotar ef etetoncs emf to 4 
 Zz fit @netitoo ¢ llow ci eeewenon!t Pantie 
 
 Peay 
 
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 oa ojimeets ed? af nego of 
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 wots giutont aa saudesq of efoe af 
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 bfoky oul? an dnosxe 
 otonged ok st, 
 be wir ': @n ottoremia’ ye afasT 
 ,atead 1 Se l@apdudua oftotones 
 a “f . vit ,al » OF ao emoltavsesd0 er 
 33 = ,efetosreo aleiq has tation ,! 
 10% sutale terol x | Beware 40: od aeyo yllonk? 2 
 tot tason t oumtinias , » temgol nasts rom bam tne 
 betor aew ai =, atom | mW eefetamoo fait bas 
 , 2 wacom, CS0.9 Bere 72 ton) Sedecn Ist 2 Ye ae 
 cv! nef? oventotow oxom Baptaiace tt fps fs 
 SONOo ¢ pec Moite cotav ode Sade vehirs moc cons 
 trues> dtie bentdmco tadtle yagee so@RsTTAb ¢ at 
 # atootie doltw efote 2 ol grinkaoet Io _ bens : ake 
 a | cuvoo oc] heten oata egaw aolbfantéaeo digtie . 
 
 ~ a. = ‘ 
 Ws nies ree | jw 
 .eavtiow dyed cew pena rit eer 
 
 i 
 
 ii 
 9 
 
 etd 30 ELA : anrenisce a #5 m afoot te havoos 4 aus 
 SOW LOI eu tots betea eae ded Bs Foe o Sp53k Ba 
 
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 =) t <a 7 7 x 
 A ; tol eee rer 11s is 
 
aa ot te Bi wr AV uy 
 7 t + 
 
 ly heating to 200' 
 
 ey ey ee ee 
 
 ond nertor lit ae coon. as they absorb moter, the rete of 
 than for new 
 
 absorption upon dgmersion is ouch lees for older/speoinens share 
 firet few days, ab baough the totek amount of aborpiton 49 ateut 
 
 the ghia for apeeinena or diiterent see, Tho ratio of expancion 
 is than for new he 
 
 due to toneraton/atoo lese for olde /apecimene during/ourly etage, 
 for longer periods it ie about the same. Expansion in sorter is 
 
 greater then in conorcte, The avqunt of expuroion of sorter and 
 
 gonsrete to sonll wnti2 an aoserption of neurly ad, ie Seoaghed. The 
 
 amoorption of wolsture by sorter oF gongrete in more Pepla tha the 
 Gtying out of soisiure ivom game gatorial., & cortar 7 days old 
 gained os muh io Levure in hours bauerslon sit gould be dried out 
 
 FP, in on oven for 54 hours, 
 | A&A teat on this aang ralat ign of abeorption and expanaion 
 
 of conerete waa aede on twe samples of conerete 9 youre old, This 
 coner ete eontragted Oe1G porcent oitur asying 16 Gaye in an oven 
 at o temperature of 160° Fy after dmmercion im water for 15 daye, 
 the average sbeerption was 6,09 pesoont With & average eagane ion 
 Of Gyde poroont. 
 
 Tease of Hab oe absorption BG woah o4on worse aloo wade 
 on gandetone Ong Lisgetend, Two sunistene spesiwens, 4 in. by 
 & in, by 86 Ans und Se5- ins By 4 ins by #6 ime, in oige were 
 ebocrved, Alter dimaara Lon in wobor for as iy, tha average 
 
 ‘eboorption wag 547% parvant With & vorresponding expandion of 
 
 06085 percents ‘Pais io cagh grester than the usount of oxpancion 
 
 of conarote fon the oatne por tod of inmare ion. Tho linestone 
 
 apeoicen sheved no coneurable Haat ion due to aty ing out and 
 practically no expans ton, <b though’ aueeeps ion @f acieture was 62%. 
 
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7. 
 
 The tésts included measurements on reinforced conerete 
 specimens, the amount of reinforcing varying from 0.0055 percent 
 to 0654 percent. 
 
 As @ result of his tests, Matsumoto concluded that: 
 Concrete of a 1:2:4 mixture is likely to contract during hardening 
 as much as 0.05 percent in an ordinary structure. 
 
 The shrinkage stress caused in the steel in reinforced 
 concrete may reach the working strese of the steel when the 
 amount of the steel is below 1.5 percent, 
 
 The shrinkage stress developed in 1:2:4 concrete may 
 reach the ultimate tensile strength of the concrete when the 
 amount of reinforcement is greater than 1.5 percent. With richer 
 mixtures the increase in shrinkage stress may be relatively greater 
 than the increase in ultimate strength, 
 Z. H, Harder 
 
 E.H, Harder gives data obtained from experiments by Bach 
 and Graff Using these data, he points out the fact that the actual 
 deformation measured on a plain conerete specimen was 20 times that 
 obtained from the steel deformation by assuming uniform stress 
 throughout the reinforced specimen. This shows that the deformation 
 is not uniform through a section but is greatest at the edges, He 
 also points out the fact that the usual formulae for getting the 
 stress in the steel and concrete due to shrinkage may be true only 
 for specimens of small cross section, due to the fact that the 
 concrete is assumed uniformly restrained throughout the section, 
 
 &@ condition which does not hold in large specimens, 
 
ee ase ge 
 
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 : Sinlttce al easstess om ® ew 
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 veel. 
 en 
 ror? tasde ated eevly tobcal .f, ae a 
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 tonen sihotonoe Alaly « a0 Bestveser ac > La 
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 ; He 58 eee te satnen unde Btrein gage observations on tuo of 
 
 na t io ‘eronos on &@ Peingorsea sonevete Widge ot Paiswont, J, Va. 
 ie ‘Fron bio obeorvations tent he congludss that ehrimkace etwenses 
 qe ore iuportant, shat 9 Mei when location on the arsh due to 
 of im, . exposure, nearness of erotdebeans XX 3 
 ie we @ deflection of 2" dzep ot the orown wae observed, which wse due 
 ie ie to shrinkage of the conoratas 
 
 7a 
 em / 
 
 im Olc, In tuo youre 
 
 oe Sec 
 
 | It will be roted that in ell the above exper iuente 
 
 7 i Reger ding ohr inkage due te soisture eontent, the slag of the Opeul- 
 f gens was rather ened. fuie allows a rather unifors eoistyre 
 : vontent throuchout the Gpeciuend. In wonar ote atrucotures ti is 
 eondition samnot be approached #o that 1t gay be expected that 
 
 Be the agisture aga sent and therefore the deforuation will very. ; 
 8 Yoasonable to euppese that in large otruvtures expensed to (i Ne 
 a: bi Weather the center conarete remains at a protioally uniform vata N 
 iN ite “sontent, the exposed portions varying nere pooording to the 
 i , Hy ae | | Hot auch attention wea given in the previous ebservatian, 
 A, ‘ ¥ with the oxeeption of T. Matsumotota work, to the amount of solsture — 
 ea: <2 - Aibaorption.s Oonorete in generel pract ise “ould not be subjeot to it 
 _ gush iumereions e¥ expoaures te soeisture as in these laboratory 
 
 With euch eua}d apediaen pieces © date Was obtained 
 nthe relation between the shrinkage and aontrastion ef the 
 a Fenton ag compared to the interior region of the spegimen. 
 
: 1 
 
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 yi Wav, mt és 
 
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a? eer ey ol ie i ai S he i alka hal a i edema 
 
 ii. 
 
 Tt would be oxpested that the exterior region woula show mere 
 gator tion, having Llecee restraint te covenent than the interior 
 
 Tt ie interesting to mete that A, Ny Buite fount tm 
 hie expoerinents thet bers omde of 140 aericr after axpanding 
 under water eterted to ventraot after euveral weeks iuuersion and 
 then czpand agein. 1, Mutousete ebmerved the seme phenomenon, he | 
 foun: thet « 1g] mortey had contracted 0.035 percent in 70 duya 
 @lthough ite meleture cectent eas larger thon the Initial amount. 
 A alicht contraction was aloo netiood by Matousote in sonercte | 
 ain whioh the miletere oentent was kept unifora. 
 
il ite ; } 
 Ae ee ee Ow >i ¥ a oe a 
 
ce lie 
 
 Wy Ky Hatt 
 
 Profesor W, Ks Hatt, of the Engineor ing Bap cr dnant 
 Station of Pardug University, had omie « otudy of the effect of 
 moisture oh Gonercte. 
 
 | Hie inveailestion vorsisted mainly of tivo perta, 
 
 (i) obacrvations on « oonerete rood clat 7 ine Shick y 42 The wide 
 ond as f%e dome with &® doweled longitudine,’ joint through the 
 oonter, (2) teste of Girencth end length onongea of a@mcll beams with 
 vary ing mistare conditions. | 
 
 The eiab waa cured ander water Jo deye and then dried 
 by oiroaleting air atove and Rolow the @labs Tho slab rested on 
 
 * perous oravel subereie which gould aloo se saturat ed with water. 
 Biter 49 days of aryine, the sore ragha drying 62 the top surtaes 
 
 QoPNar wk Qeds ifte Gt ine anerohen edges, no further shaven 
 
 opourred, The diavenmale shortened 3.075 peresRt, alter J monihe 
 
 of Surther drying, the ole bok beocee Ury throu aout and aubstantie 
 shiy Level, with « diagonal shortening of Geueld purcent. 
 
 The elad wus thon eudject<4a to woleture at the bolton. 
 ithe &% 
 
 Daring 119 daye ef saturation, tow Slab warped upward 0460 
 the sorners and 7.009 in, 15 the unbroken edges, cimultaneously a 
 diagons) ahortening of 0.0070 peroent eaourred in the top of the 
 slob, ef which 40% 400% places in 3 Boure, and nearly all in 3 deyo. 
 A tenperature rise of 45° F, warped the gorners downward 
 
 “G,083 in, oF Sl percent of the tot.2 warping iin aa) ae thot 
 
 pointe 
 The invectigntion ineluded voluse chencea of saunenta and 
 vonoretes, Buell specimene vere used for thie putpoe@, Oxinse in, 
 
ss 
 
 apovisen fox she neat aonent tonin, whl 407 eas in. Lor the eoner ote 
 SUBlS y | | 
 Honsuregiants were token & deys eiter woulding. The 
 
 | woluce sheteoae siFeverst bramdea of senent witled arestly. The 
 
 expannion in eater during 10 aay a a0 PPow 04605 to 0.00G percent. 
 The contraction in air for 06 days subsequent to imwersion was 
 9964 te O,145 porsent. Gravel consrete of « Lpetd 2/4 mix 
 while under water 40 days: exparded .005 ver. cent, while in air 90 
 days contracted .041 percent, and while in an oven it contracted 050 4 
 mere, Grave) sonmerete of 4 1g] 1/695 wis «ith « abvierent 
 senent, emperichod a8 peragnt in water, contyedted 0,918 pereent 
 4m wiv, ond 4,0888 percent in the oven, dur int the gage cerinds as 
 before. | 
 Ti apucers that aenente vhick exeand moat in waber aube 
 
 Soh hb Be tel 
 eoquentiy i/o Leoet in aft. Heat eenent ptigws exp unde kn 
 
 wate? 49 tiews ac euch sa the coneretse boas ond ountQacted neca Ly 
 
 five times a¢ wach oo the anoreto, 
 
 Gowe ioourtant scaulte vere aloo obtsien ives ebsorvat Lome 
 wode Of & concrete staciwe at Purdue Univers ity. 
 
 Gauge points were placed Gh the open decks oni reveteownt 
 of the etediun, 
 
 & avon in tal tesperature of 32° Fy opoected os & atop of 
 
 Geer, in @ porepet wall 6 in, thick, teinforocd with 1.5 percent 
 
 teingoreing moth wagyay The well da iatesral sith a heavy founds 
 Gion weli, The therael aeeliictent of experoian toa O,0))07780 im. 
 por degree FP, at the top of the wall and 9.00000006 In, at the bases 
 
Te see 
 
 rw 3S 
 . Ae 
 
 7 . ; 
 i . ~ . 
 i* Viti P : ’ 4 fe ; 
 ; ~ pay | -* U. buD oe tToe 
 
 * 
 
ao ke me sovensnt narosa a fins erack in the middle of a 
 4 ate Length, of ‘this parageat wed wom 0.000072 in, por degres F, 
 end as the bottos sercns the oragk Gyr,io7k? Ame 
 | Wado @ avop of ale taxperoture of 33 degrees F., she 
 avep in the gonercte in the oven deck aeoction of the siwiive san 
 oY degrees, ond of the gonarete in the revetuent 25 degrees, The 
 bo end 
 
 MwelLigient of thersed ameonoton of the open deck wae 0,000) 
 
 of the ravutuont Gal hg 
 
 The offecte of rainkali, followed by « dvog in tesperature 
 of 10 decrees ,, Dalanced cash other, no chance in lemcth being 
 HOD 
 
 Seconded, Thia aerree ponds $6 & thegeald caetiileien’t of 9,000¢ 
 7 em & Orelling oF G.005 potoent, 
 
 Gone of the cungiustons arrived ot by Professor U, By Hatt 
 oe ey | ! 
 Gaturated gonersate hae BbeBU pereunt of the Strength of 
 avy congrats, 
 
 Tha thercal gootfielent of expane ion turdce with the 
 tenperature end ranger from 0630000460 at 05 decteca to 0.0000080 
 
 bogun after the indtdal hardening of oon 
 orete show that oonerete May axpend 0401 percent dus ¢o eheorpt ion 
 ef moteture and Goy contract 0.06 nePoent then ovpored to ary BAP 
 Theag ghanges oort inugs fo these valuge ehould be added the OE 
 ‘4m Length during initial soting of the conorete. 
 | A sowubination ef ehrinkoge with drying ang a feild in 
 temperature whl produce avwiewn aheinkare streine, & goebinat fon 
 ef a azep in Semperatug wd & YHingull sey retain the oonarete a¢ 
 or. previous Length. 
 
A) ey ane ase 
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Lae 
 OBSERVATIONS ON A GUNGRETE ANOH AT DARVILLE, ILLINOIS 
 
 Pros eober We Me Vileon, wi she Unkverelty of Tilincis, 
 has been teking oxiersive obearrations on & vonerete argh bridge 
 
 ee Donvilie, aitinoie, The Weisice coreints ef six argh spans 
 
 and tse approach epere, firsin couse readings were taken on- the 
 
 @egend serch opan from the north ond, The concrete waa aboutg 
 
 Feats Glu “at the begining of she cheorvations, 
 
 ‘Those teadines are token ot the hownehes, at the erown, 
 and at top pointe near the erown whee the solid @pandrel trace 
 Becine, & totsai of five sete of oheorvations, The roidincs are 
 faten truncvergely to the oreh giv, & Poadine an beth the top and 
 
 ‘patten of the vib fe token event ot the orewn where only the 
 
 Wetter ie sogesei ble, 
 This itvaetic:¢icw ef the deforusiion: produced in a 
 
 Gongrate ofeh due to texowrature chonees end oshox eances ia 
 pictebly the agst oxhanet ive yok undertaken, The tmresticotion 
 tea other ebearscticns which noed not be discussed heres 
 
 | Groatey oare eas wed in taking thase Pee dings than hae 
 been done oroviowsly in work of thie kind, A standard var of 
 tnyar atcel wees onedes ad in & wooden bex with @ thermoneter 
 ettagheds The otrain guage gould be sonvenietly eheveked at ell 
 tiaes “eink the worresgunding benporeture ef the standard por 
 noted. The temperature of tae eonerete Wee deterained fren 
 
 a) noroury thevwexeters pleased in temperature wells Grilled inte the 
 
 teak Pid, Those tonperoture wells hod oup qrocae in thes prom 
 
 toeted by % @oPk through which wae & hele for insertion of the 
 
 | thermometers 
 
a 
 
 + eee 
 a4 79a \ 
 e ‘etgs™ Pb inte he ~° 96 
 
 é : f 
 
 oe . 
 . | re «ait weg 
 
 ’ ® 
 Pt: 
 
 oliteacen heels TO 
 
ave 
 
 Aaa in. otruin gauge veo wed in tuking the reading, . 
 The chearvud deformas tone WYeS plotted with the 
 
 @efermation due te texceroture ahu ges, The Mares] cooffteiens 
 
 of expansion of senevete wa taken oe Oe0000082 
 
 » & Calas shich 
 gives the beat averuge value for both tp ond boston of the ribs 
 The difference between the teaperatwre end observed deformasion 
 ie the doformation dae to solsture chences and ciher causes, thie 
 gurve io plotted on the vane ghoct. 
 A study of the ourree plotted (496 pp, 21 to 25) 
 
 for onan aeotion ghows thet the temperature and observed recdings 
 wusy in the seme way, The wurves egreeing very nicely et tines, 
 iniioating thit during this period preetically e114 of the 
 Geternaiien von ae to tenperabure chonce aLonGg.s 
 
 | The curve ghaetine deforant hon due to other causes than 
 temperstiure chences indleativs hes ihe batten of tha arch cib 
 aareank sont imapos Ly ftou the initial trending, ratcghing o saxinum 
 
 Garing the hot eumner conthea, The lagi reniing ahews on expansion, 
 
 being token tn & wtiod of daup meathat, 
 
 Tha top of the aroh rib ehows very little vwariaticr sithe 
 
 way until rexiince token during the fo11, then expaneton was shown, 
 Paring “he winter xnomthe and uo to the Auat reacing taken in the 
 apYing, expareion ie shown. 
 
 This difvferense in the top and bottom deforemtions of 
 the orch rib due 46 other than temoerature changes, oan largely 
 be explained by the feet that the botton io better, protected trou 
 wieture in the for of fain and other pregipitet on, . 
 
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3, OBIRCT AND SoOPE OF INvEsrTosrioN 
 
 The present investigation wae plansed te determine more 
 
 | Sully the changes waieh ooonr in a blosk of cengrete euch os may 
 «be vaken vom am arch, due to temperature and mioture vordationsa, 
 
 It ie hoped to cet soue Information se to the rolative 
 @eforantion of gonerete fear the venter of the apeviown and of 
 generate near the edges, The effect of reinfervouent in reotraine 
 Rg sonor te 121 be studied, 
 
 idl oy weighing the Spesinans when ebeorritiona ore token, 
 
 the effect cf soisture on the gonerate Whll be deterainods 
 
 The present investigation ia enly welisinery te more 
 ®isberate tests te follow, With tiie investication it in hoped to 
 throw wore Light om ose of the phages of sonerete paenowmenk dine 
 eueged above, oo that m core intwlligent attack of the problens 
 oan be mode. | 
 
 One epecieat of clain concrete ang one of relntoreced 
 
 VONGT CLS wel TEAL » Teese apeo daens RES %. LG 2 ats wy &, ¢t, 2 ine 
 
 im erwoce gestion ané G ft. 14 ins if length, «© wleek of sonerets 
 shish nay bo AaSueed BY Papresenting: & geutlon of oh a¥oh Fibs 
 
 te @eturuminae the deformation of the aed Swen at aii 
 pointe, & Bel} oF 54 in, OtRain quuce Lines was etablished on 
 both cyecimens at the center, In add it fon feur sets of strain 
 gauge lines wes'y évilled inte the veinforeing bara top and bottom 
 of the veinforesd apocicen, Tie ends of the ete) bere ere flush 
 with the ends of the egecicen, Lene iigedinal deformations ever the 
 
 entire Aeneth of the epesinere wore nooaured by wane of os epeciad 
 
 fFnue and @ peoiGl Anco dial instrument. Roneacrrosive netal 
 
  pluge ineerted in the ends end teles drilled Inte the ons of the 
 
 A af oh j an ry ts ‘ 
 iy x : BH 3 ) 
 “ee ie 
 
| A Meals A ie Arh 
 Yc etet eres qu Boeke aie ae 
 
 a ; ayy! 
 ore ow sate 1 d@Rn' ‘a yad 
 
 iwt 
 
BF. 
 
 Steel bare served a8 agaturing peo init, 
 
 With thoes gouge hinea WG OVeTaLL defor. lon neasures 
 monte 4% is hoped Se got information an ta the shanges which may 
 be expected te cour in lerge conerete atrugtures subjoot to 
 tempersturo 4d woleture ohensea, | 
 
es a agi : 
 ohn! oy 
 
 Polite wepae Bete + 
 
 e 
 i; Oa 
 
aBe 
 
 This investication wea carried on in the Struetural 
 Resuarah Laberatery of the Univeraity of Illineis. The work 
 won garried on under the auservieion of Professor #7, 4B, Vilsen 
 40 #how wcknowledement to onde for the conerel plan of the 
 investigetion, helpful eugvestiona ani ald, Aaknewicagwent ia 
 made to others whe say howe agolated in the work at various 
 bimea.s 
 
x 
 
 Cats 
 coe m4 
 5.0% ~ 
 
 ai coche nae 
 tl he 
 aa aff ta ieee 
 
 ecgha OR 
 
Grave, wm The gravel wae @ voli oe vcore eaves tron Attien, 
 Indians, goreened to yaos through a ¢ im. sleve, Todleg gives 
 the clove areiyeio, oh average of threo detorainetionas 
 
 Sond «» The sand Was a well eraded ganda from the same 
 dooality ae the gravel, Aition, Indiana, A aplePinetria test 
 imae of the sand shoved alvat © oleur supernatant liquid above the 
 
 | WRG, A O116 teat indtoated that epproriwmioly 1 percent of the 
 
 @end Wae of Tine meterial ough ao eley ond gilt, Table 1. qives 
 the sieve 
 
 mlyaie, on average of three doturminobions. 
 
 Gonent «« The gesont um wae Univeraal Portalnd sonent 
 of atendard quality. 
 
 tho yogg heat were pthaehn te te fopresantat ive of 
 typiend argh Saat Lamy One spesicen wo mae ploda, she other ree 
 tinforeod, The mises of both Speatmens are 2 7% G in, Wy 4 ft. B ote 
 
 by 6 €t, 29 Ins 
 
 Form «. The forme wore Quilt in eootions te fuailitate 
 ronoval ond, oaey erection fer second use, The botten was bulit on 
 three section te onatic the forwe to be revoved whike otsli 
 *ipport od on Hicokhes, The seuticna alioved of wodcing oS the alaen 
 and mde te met » block of correct dinonsions und very food fawulse 
 were obtain 
 
aa Leva te 
 
 hs) oe “ .eteie »t > » POM vane 
 a 
 seabed’. 2p Pee geet Py ators ae utes y 
 
 — 
 
 enue 4 : Deke gloge « 6 ta%8 a ~~ ae aa 
 
 pyr 
 
 - 
 
 * 6 | 
 4 of MBoetaeden & seemed yeobtpd gieeeie GRRE 
 ‘ vi. 
 ) rhe MLA) gts 
 "eT | ry ic a Gale & seguds Koad Yoeniah , asco : 
 - 
 ‘i (ia i io! os G & vs hy, aaa? ike a 
 * ’ ’ : i - 
 at 6 * > , 7 g pe thor Ay 
 54 i . a | 4 he 44 Vr a“ ae 
 Ui etaej Jo) Rs 
 ’ 5 > 
 - 7 4 ‘iL i 
 
 ; 
 | | ass 
 Loa : veo pigh fi - my tf 
 t tty fewoet ee Sattaaae Ye @ 
 co wee o3; a6? often, dae 
 wht w oat, iy is weretfo tee tdagt eff Lit 
 i AGO sores, De coat Ba 
 
— SER wy, BT 
 
 Sieve Analyois of Gana 
 
 Sise of 
 Seoregn 
 
 SE 8S aes 
 
 (over 299) 
 
 Avs & Determinations 
 Rota ined On 
 hei 
 Bet 
 GD ot 
 #o,8 
 2305 
 4203 
 Lite? 
 to 
 
 By 
 
 TAPLE 5. 
 
 30. 
 
 Poscont 
 Pose ing 
 
 F389 
 ‘aes 
 Fel 
 4008 
 
 Giave Anolysie of Groewol 
 Avs of 2 Doterainat ions 
 Sise of Gorcen Percent Re~ Peresnt 
 mine ot Opening tained on Poaa ing 
 RIA 
 
 aT Ss x 3 
 
a 
 yy 
 E 
 £ 
 Sy 
 it 
 ; 
 if 
 nM 
 it 
 ih 
 = 
 ae 
 i 
 ¢ 
 
 rs 
 
S p58 
 
 | gontinuenely at she Pozen Me Asay ond bauping the as 
 
 ee {dia 
 
 326 
 
 His ond Proaedure of Pouring «=» fo be a faiviy reprasentae 
 tive gonerate ao wuedly sod in Pork of thie chorectur, & aie of | 
 a6 Petia of oenent te angregttes w00/sheoans Pho sah am wee 
 
 “eoneloted of 2 port socent ‘be 28 porte tung te 99 porte grovel, 
 thia miniure gave the woat verkuble rahe ef shes ratios 
 
 The secont, and aggregntou wore. enaoRed in Doses mide 
 
 et goreees alee, the suanls.oee of the bones being Steuek anogen oooh 
 thhes fho cater for each batch woe teighed on Plstiora BouLaas 
 
 The oovent, cond ont cvavek core put in giret ead the wabor poured — 
 lest, The w.terials were then wited Lear uu ninubee in @ awekd 
 i Gta £6, anpactty electric driven re One set we Btetdonod 
 
 wea of core than ordinery inynanay De te the anro i» nanaur ing 
 sng, toe to ond water, conereto of vasiora done ae born 3 
 @btained througheut the ‘spoeisona ena tn the ive. separate A a 
 The moletuce sontens of the sand an apovel wa kept whiforis by 
 tixing the rocaire’d acount of aond and gravel ve a p Wea oen Oot 
 
 ®iatenoy just bovore 
 
 So oo baer ‘ wa the reingoresa epentyen « ana we pourva 
 
 firet, Fiewres 1-5 pages: 37 to 41 ‘show the loastien of the 
 
 atvain scwre Linea, Aces die]. Linus end the ‘tom, orubore wolde. 
 Plaeing @teel and Avtancing Gauge Linca The Rolnforve. 
 
 ment iin @oeeioon A aonsiete of 62-inch plain equare of3a oveal 
 
 tore, toy mk HOSters ALL bare wore node flush with. tho onde of 
 the Diecka, To *oep the steel Im the prepo® pegition, sanil nails 
 
J hi RE 
 = | 
 ‘ As, 
 yi : oe j 
 
 Puls 
 ate 
 oy 
 
 i pert { g 
 
 he ah. 2 gtd 
 | WEA 
 
 i ad ya 
 yD bod ‘ 1 ; J ry D4 rl é: 
 
 : 
 : 
 
 ‘ 
 7 
 1 
 ees. 
 j , 
 ] ) e 
 wh 
 A . 
 
 -_- 
 
 i te- 
 
 . at 
 io 
 2 . ue : 5 
 
 ix ‘ ag: f pee 
 $i 
 
 ’ Le Yo a my . Gal vot 3 
 
 SS wetatyna tte . oe? alow” 
 a ( A a ? 7 
 fr, | = 
 foni-fL 2 \¢ ane hoe ite 
 
 y Y 
 
 - 
 
 ” 
 
 v) in 
 
 o 7 
 . aa 
 4 
 
 ? 
 fs 
 4 
 
6 GaGysedo 
 
Be 
 wore dviven through the end fomue at the aorreat :loges and these» 
 Rell onde rejected inte the Aves cial gouge Roles in the ands 
 Of the otcol bara, To Keep the weight of the eonsrste from proneing 
 the tee) com on the vottes, wood blocks vere inserted under the 
 Ware at the 7%, stYain sauge points, After thea teres vare reseed, 
 tue blocks wore taken owt and the atce] geare points exposed. Po 
 
 - Beep the top atec] gouge pointe exposed, lengths of 4 ins gine were 
 
 @ut With sleta in them te f1t over the steel bore, Theee eure Lett 
 in place ond served co noldeve for wooden pluy pisced to prevent 
 engoneive <eieture fren entering at the pointe, The ssvain quuge 
 hole¢ in the atewl ware aviilod twiowe the otee) wos placed in She 
 gorua » A nuwhor O¢ UFdli wae weed tov ehh eiFain gouge hele. 
 Gowewheal lorger holes wore weed for the Ames dial petate. 
 
 Concrete Gaure Pointe « Por the oonerete cause pointe, 
 
 WO GorPouive auted plugs, ad an ine loos tore ugeds These | 
 pluge vere drilled ona the holes smoothed, Tho pluge sere held in 
 piaee while the conereta wae poured by f it%ing phe holes over gaadt 
 brads ariven inte the eres at the serreat ses 1 jon, The plage were 
 thon «ited te the foraa shreugh aaali holes @illea fer. she purposes. 
 
 This agthed preved to be unaaticfactary, ac the fora had to be 
 
 rou ved within a day or Sop e the placa pulling out Hae ee Lyell Le de 
 
 nt bond. They wore thon exoutead in glass vith neat Genet. 
 
 Tomperature YWolle «« The tesperature wells ware formed by 
 plasing Found steal TOs 6O a6 to projet | inte the sonerate fer the 
 required Alotaned. After the foras were POuIVed, Berka with holes 
 for thermuetera, one nt the top and one at the bottes, vere placed 
 
ari 2 . 
 ye vP i 
 7 80) oe 
 - y Re -_ ~ Se 
 veil ban) 
 q* an ’ 4 ar 
 
 te Pano 
 
 .. 
 
 : 5 y wee 
 
34.6 
 
 in these wells, The one st the betten was about an ingh fron the 
 botton oF the bole, tum cpaoe wea Filed #488 oup grease by 
 haan of om Siontte grenee cut. The %) ing teuperature velle haa 
 enly one cork, The least ion of the teaporature velle 4s shown on 
 the are, page 4o- 
 
 snntebe pili Lincs ew A @iiferent plen of putting in 
 
 , «She otfedn couce ened Aveo Gial plugs woo used im Specinen 8. Holes 
 @% the gtooet places wera bored then the feree ond 3/4 it, Found 
 B$eek Pow abeak ¢ ate Lone Veta inported Shveuga thone holes ami 
 @ived dom. Theos oda, when tawved, loft & hode about 3 inghes 
 Geae inte waich the plage were avouted, Thie astied proved aatiae 
 faqtery and qove good eolid plugs, 
 
 Texporatuce Welle — The tanporature wells in Spesicen B 
 were mide ao in Speciven As Inaiond of ax Sg Any wells top and 
 potter, Oniy thtee top ami bestia: core make in Soeeimen By 
 
 OR 5 om Sepaicens A wnt B vere both pourea indoors 
 oad eubjeat to the tespeteture ond dry oie of the attagtural 
 laboratory for severol weeko, From the ‘ime of pouring untéh take 
 outdoors, no nM moieture < footed the gonarete exept thot fron tae 
 ad im the Ishoratery. 
 
 | | Pubdenes e+ Gpceiaen A wea taken outdoors shen thir ty 
 
 anys ela ond wee days inter Sseeinen B wie taken out ot the age 
 of rene SOY Se 
 
 , The sped lens root cn Lcbabe O& the morte ong of the 
 oo loberetery. Here ‘they are exposed to oll wenther con 
 Mtoe, except che direst raya of the sun, although the sun 
 
f 
 
 ve 
 
 . Ld 
 i ‘ ‘s 
 7 
 
 tt Seg 8a? <a) 
 * bee 46 
 
 oO’ Naess 
 
 rT) a 
 
 a 
 o i ® 
 
356 
 
 ateikes the spesisens euly in the morning ond Inte in the after 
 . The lower sides of the specinens are about o ft, Rye 
 wat gtound. 3 | 
 
 A Retry 54 ity Sian qeane i¢ ased te take the steel 
 except that 
 ond senereio Gifaim wage Tonuings,, an 8 in, Berry atwede ; Raia) 
 ae used fer ore steel reading. | 
 eho diese dhel rendines : age tate: ah 28th G Spee 4d. Ogpypaset yie 
 
 iGee Fic. 6) fre @ ins By @ ins omeles on opposite eae of the 
 Mlock poraliel vi%h the vow of sluce supports « rigid, restongubar 
 freoe eeie of O any by & ims. filet steel tere, The fPhuo 3H jah 
 Wiie enouch to £45 over she ay eakven ona keaveo spage cough at 
 the onion for & speeded Aves dink court, at is am ordinary 
 Auge djoal fastened on to & yers ablowine Sue iawtwanens ve we 
 songthoned of shortened on rood arizos, The pluncet ef tho Aves 
 and veots eopinet holes directly op c@ite the plugs, the yoke end 
 ®ente omeinet holes in the frame, The france ta kep$ in a gonotant 
 position by two eorere with conical points which proijeet from the 
 f¥ane and Feot in holes in the snclees Tho sarevs are teth on the 
 gone Gide, Teo fist sore on the epowsite cide of the fraoae pide 
 the fyane off | the engies, The frane therefore, is Gupported at 
 
 four POINTS s | | 
 | A. sireuior steel vod pointed at cae ons te tit the frame 
 peure holes and within e hole of the other emt tea veed with she 
 
 Ames disk rea ee to get the correct length of the frang st aaah 
 oe ending of the blocks. 
 
aa 
 oh 
 
 Via 
 
 j ig, PUR | 
 ; 5 Ay wv arte. be 
 
 Shes ite =f Bales Pe kkeed. «ase ye id ee An PU oh De oon a aan 
 St oY hile ame agit ys Brey “<" " ‘4 fs A y 7 ae Oe 6 eae a 
 
 nee rine + Ee lee 7 cren 2 et ay mer ri rs 
 
arn: ast ian kn Su 
 
 5 Wines 
 
 . sf ark a i ue ' 
 ' ra Pan f hy y ey anstet 
 ; hee 2 ve Lay ae ‘ 
 . ’ én 4 av a ap " ¥ 
 “PTY be 4 ,.= 4 we Ay Set Lae “aes x 
 & *< » 
 : , 
 
 9s Ui Maa! § . 
 , yi 
 
 . iu u's GT ae ens peri i 
 
 “4 He 4 
 é ety, oi ae ie an 
 
 re 
 
etry, Bee 4 
 — Se ee me 
 
q puro YH suawmjoads 
 
 sap lo UOLLOAS| 
 
 aLeADUOT)  SauUtn| aba Oc) UIDALO 
 
uae a ~ Be eee 
 : Le Stee) Bor : ee 
 kd ip recht = 
 
 5 tee 
 
3 - 
 " ee 
 @ 
 
 a, 9 
 
 ap Tes ‘ 
 Ty ox 
 
 at 
 
 7 
 
on \y three 
 
 toe and better, center 
 
 depth top and bottor, 
 
 do: 
 
 als 
 
 Ly 
 
 ) Fig ure 
 
 Wells ae 
 
 Y 
 
 EEO PST AT UTS. 
 
 eRe Ns ULE See 
 
j 
 
 Frame fer taktog Qmes Dial Readings 
 
 SS ] mens 
 
 Red | Fox chec king Peas ]’ 
 
uP, 
 
 5.feadings _ 
 
 Strain Gage Steel -- Twenty-four inch strain gage 
 Teadings were taken at the center of Specimen 4, gauge lines 
 Ti, Tz, Ty, and t%, see Fig. 1, on the top and B,, Bz, By and Bg 
 on the bottom. An § in, gauge line was on T; on the top. 1, and 
 Tz were read from the west side, T,, T5, and T from the east side. 
 On the bottom 6 was read first starting from the east side and 
 going toward the west to 5,. This sethod was followed throughout 
 the readings. <A Standard bar was read before and after each set 
 of readinge. The diel of the strain gauge was always kept to left 
 for readings on top and to the right for readings on the bottom, 
 
 Strain Gauge Concrete -- The concrete gauge idee 
 specigen A and B are 24 in. long and identical. 1, and Tg (concretd 
 were read from the west side. 13, Ty and Ts were read from the 
 east side, the dial of strain gauge alwsaye being to the left. On 
 the bottom Bg was read firet beginning from the east and going weet 
 with 8, read last, the dial always being to the right. On the sides 
 T, at the top wae read first, the dial being to the right, and T, 
 was read with the dial down. This procedure was followed throughout. 
 The Standard bar was read before and after each eet of readings. In 
 working up the data, the standard bar was corrected to 60°F. for 
 all strain gauge readings. 
 
 Ases Dial -- The Awes dial readings were always started 
 from the west side at the south end. After reading the south row, 
 the north row was read twice then the south row read again, This 
 
 procedure was foliowed on ali rows beginning at the top. 
 
- ee Bet Lie i | ec 
 
 » As; af 
 | me ae 
 
 ans a 
 
 pa 
 
 A 
 7 
 U 
 
 7 | ‘oat 
 eps ntarde doa! ooep ete tlllaaee a ies ieee Bh 4 
 eont! egeny ,4 soniveg? do resase oft 2 nodat exes wpeibact . 
 ga bee gt ,e% . fi bow qoe edt wo ft. twa yr tole a 
 baa ,7 .qod ed? mo aT ao saw ent! oguag .at 8 as .eotted eff a0 
 ,obie teae of? wet? gt dae at a? ,ebte teow od? eoxt baat orew eg  . 
 bas ebie gese 42 woxt gateaste text? bact cow fi movted oa? a0 
 tyodquerd? bewollok sew todven eidt .,@ of deew edt brewed galog 
 tee dowe sorte Dae s20led heet see tad bradastS A .egnthess of? | 
 tiel of tqex ayavls Oar eKLy miazse edt lo {ait oA? .senlbess to ; ‘ 
 potted oft oo epetbest vol fdgit edt of Bae got ao egaibeet tor 
 ‘weal ous etetoaoo ed? -- esetonc® egusd etezse | 
 gfet2ac0) oT bas ;T .Leotiandl ben gaol .nt #5 ore & See A meaioege 
 od? mex? beet ovow at tas yT ,¢t .obte sae" edt aout beet o2ee 
 ac fel ec? of galed eyeula oguey alarte to Lote oat ,odte teee 
 toew getoy Ome fase od? wort galcaiged sent? Bees sae 48 motiod adz 
 whie edt oO .téets ed? of guted eyewhe Lath od? ,tent Beet pf Gite 
 gt bas \24q1% 067 of gated Lald ede ,2axtt bane sew god a4? Ge 4F 
 Jeodquett? bewwlicl ese emubeoorg aiaT .aveb faib odt dsie beer saw 
 ct .epatbeet Yo fee dose sorte tae exeted beet san sed brebasd® oat 
 10? . 0°09 oF Betosit00 cae ced Biabaste ef? ,wdeb ode qu gakatow 
 -egntbeot ogesg aierss [is 
 bottage eyeela sree sgaibesx inl eees eff --~ Laid seek | 
 wot diyoe ect galhes: toztA .bae dtuos ed? Ja obte tees Os? 
 eid? toe tae ee es Se ‘ 
 
4 Be 
 
 AS tor ell the vows on both spepinens hed bow rena, the 
 
 - trane yas) eupported Paahete, the tow opeoinen and the rendinesof the 
 sTanda 
 
 Saat Se with tae Arvid ond Anes Dini, The tenperature of the 
 Pod was deterwined by @ thermoneter plaged in gontaot with it. ma 
 
 % Tomporature o« Temperature reedings vere token for the a 
 Re, A 
 ah ins dagwea. et five pointe en che top of Bpesizen 4. These ial eee 
 
 vy! 
 
 i wlonys ide She top Feinievein: buro, Taree 7 in. reading:, one oe ae 
 
 hf «She Oagee ond one at the center wore tower, both ab ta, ani BO CROs Se 
 rpie Four 18 thy Pee dings were taken eb the top. Five 2) in, deythe — | 
 
 ; 1 were token on the no thon, wolgh are alee alongside the stecl bere, 
 
 i thee iy an. rendings vere teken on the idea, All Gouperavure 
 
 2 5 wells ate at the eonter of the tlogks For lovction of tezearature 
 
 ea welie ae Figs 4. | is ai 
 ie Speeinen ® had only three 4) ins welle top ami botten, 
 
 2 yes. one moor the edizoo ina one at the conter, The other ¢experature 
 
 oghie ‘e@e the @aue ac im Specimen Ae 
 
 ue | | eu 
 the Cherwoneter wae Kept in the selie until no further . — i 
 abe oh) iy Ww . l 
 ig Nar) ‘oranent evourred, Gonevally four tharnanetere wore in use at ; 
 
 bighysat ene tice, The texperature of the aongrate was deteruined ae aoon 
 o | after the etrsin gouge readings wore taken ea powsible, Those . Nt aa 
 
 : ek 4 B 
 _  *hermonmeters were oulisrated oo ac to be asgurete te within one i 
 PS i | | | | | a 
  . het ef one Gegree Fahvonhelt. a 
 
 he ae Woighta «» The blooks were weighed ufter all other | 
 a in  Feadings hud beenteken, The scale wae coved umier the blook end ‘i \ 
 ns naa raised ad jocks pleged wt the ornare wi the duale. 
 
sto if 
 
 ral Mine 
 
 a al 
 fia’ hw 
 Cee HE 
 ere banly 
 wet ast 
 : A 
 
 5 
 j 2 ay 74h ; 
 
 oloao ot ¥ 
 
PRE ECE Ene va ed i A py ie cat | pee lee 
 yy 7? Y  h a é y ¥ ' 7 , fg 4, 
 
 ¥ 
 
 Ve irs fe es 
 
 : aN ‘ ; ‘to preserve the gauge pointe ivow id bp wha pointe were 
 
 enacted with ratty) gtuase we tox wed gmarvetion, The no kos ware 
 [ E fy - shoroughiy gleancd out votore toeking the nowt Pamntnds A sopper 
 |  bertve ons woate Were weed for this parpoae. 
 
 4 
 
 The fred, Pod, gtrain gauges end standard bore were ‘s * 
 
 ‘oxen Gutside to seo Se Ouldoar Sempurature at least three boura 
 _ bafore ah, any Feed Lng « | i f ie 
 Test Oplinder «» Three eyliniers, Sie. vy 14 in. were . : 
 Arey, mie dur inet ‘the pouting of both Spoeisen & and B. One ay i imdar 
 ps ihe WOO wie SPom gonetele repredantative of the totton, Canter and — 
 ie | top of the “apesioensy res pectivelys 
 ae | | ‘three oy Linaern were sured In damp aund up te the time 
 1 of beating, One oy Linder Poo wah speodsen was ested ab ~ 
 op roximately thirty, gixty end ninety days roapoot ively. 
 
 “To sotervine the soetf icient of axpemaian of She ee 
 ‘gonorare in the lary ve bleehe, threo eylinarigad apes Lvens appre k — 
 
 Vian | demethely 39. ins latig ond & in, im Guluster vere aade. Pre sater dale, BA 
 
 | | tious of wabGR rm teiha iiee of wining were the cove as for che gone is 
 + Yl | | ; vat 4 
 weeks in bah iar ge Blo dit . Apts ae : 
 K ui ‘i Beas i ‘AStar. our ing fez ene waek in a molot room, the apeatnena 
 
 ‘ Aico taken ous aha gtroin eure plage grouted in the specinent. i 
 mon”? Mt ‘ 
 phi boon nadie in the speotnens fer this purpooe ond cleo for i“ ‘ 
 
 rot vo wolle, by annarhing wher’, wound, stuai ae cna 
 
 i a 
 
 a Pi 
 bie, ae 
 
 Vi it , Ny Li ncaamenns 
 
: :. ; ¥ ae af oo U 
 t wdnlGy era oy) BR evtis 7 OR! 
 } ‘ .F) ai 
 
yin the sheet motad amen, The sjuscuanite velle were Fi tres 
 + stn the large blovke, There wag two wolle for eoah eylindar, | 
 :. ‘gear each plugs "| | P, | oe, 
 | cae «Before ony goodings wore taken one spoaioen was Pe | 
 ha | Bap identaliy broker eo shat observations vere outalned only on 
 me Poonining ioe a 
 
 4 Bothod of Procedure ow Too sories of reudings were totem, a 
 ae it one wish che genereie neko and wath very Le touperetures; another 
 
 Rati 
 a ne 
 
 = . . oa ~ ar 
 = BA, ~ ht 
 = , oom 
 ~ ° - ae 2 
 — 7 7 a 
 ie ee ip. a 
 — : : 4 - a 
 oe et mee = S A a a 
 rn eae a - =i aa —= ee nd 
 Par fons ; pao e a — ~~) mf , 
 i Fat en ae ey ee ee a ee lie 
 7 2 4 a. ee <— Po = . — d 
 
 << 
 AY a 
 
 < 
 
 ale 
 
 = 
 ee 
 
 = 
 — 
 
 hth the oonerete Gry ani whan vary ing Sangerasurae« ah, : 
 Be In tho £4r0t series the spooimena wore well wrapped in ae 
 o Ne aotton tigoea sonvaig Cloth ond WAth berlap,. Thie erapping moa al a 
 ‘ — Ot p21 tines to heap She solature convent of the epegtnane: | : ‘ 
 
 i ns RB naoriy sonetant ao peas ible, Your reed inom were taken with the q 
 eta _ gonarete nolbt Bt varying tecporaturcas — na eae ie 
 ‘Dine The apeotcens were then dried in o hot room for five a 
 aoyss A peeaing wan taken then ond the apecicens erapped up en K a ne 
 ina belore wat without he’ shh ta the wrappings Three: gugerrations were : 
 Ws taken shen the sonerste waa int Naw @tate, At enor ebeer vat ion 
 — gheak readings vere taken on each gpoviagn, The teaperature of 
 me Speoiaene _ detorsined by thefeoneters ineerted in the 
 
 . 
 
 ' D ae 1, ie 
 1 . 
 
 enna pene hig ve om ek 
 
 Mn nf wy ee ne ATs ne 
 ME) Pq. PAA tA 
 
 is PK igre 
 
 oy aw ye 
 
 v t o ets : 
 
 ive th : 
 ak FR He 
 
 ‘ i 5 4 - a 
 
4 raTYIT 
 ga,% 5 ea 
 on > ®: 7 Aw ¥ 14 
 j Ric teen , ” 
 tate whl WE MO 
 
 hae 
 1a Oh tus 
 
 7 ee 
 @ 
 
 iis eae 
 
 io oh! Ae 
 
 > 
 
 P U 4 (3 : , Ly . 
 \ LS i é v 7 x 
 - " Ran oo 
 
 iM { ne Ne 
 
 4 
 
GEPES F 
 PePORSIe OF COTS ices OF BePasicg 
 
 READING SPRCTINN WSTOET TRPCRATORR == STRAT. caoee 
 1d. of. ‘hers. §1 Thems.72 (Corrected) 
 
 1 a © Sf S.20°r, 72.0°R. 426? 2 bee. in hot room” 
 
 5 28 4.0 4008 | “Stee. outdoors 
 a i ann BB Beg. En Rot room 
 
 2.3 1.2 «28 eee pe 
 96.0 0 4525 2 brs. in hot room 
 
 GLS6 0000047 
 
 2 fo of *® @ » ~*~ 4 A & & SB 
 fe) 
 
 see esses se gases 
 RES 
 3 
 i 
 3 
 
 6 @.58 96.6 «Bie 
 
a7e Ve 
 
 f ay : 7 
 
 } } 
 
 Pig. 1 pace OT, Ghows the location ond arrangecent of ih 
 
 | the strain qauce Lince on the tep of Specinen A. The tusber ing ie 
 
 is started from the west tide. Other dutaiic ave shown quite 
 | gheariy on the figures 
 On the pet ber of Specisen' A, bhe exrongenant of the 
 
 ee a 
 
 pauge Lines ia etudior be ties on bE wr, @rcept thas these is 
 
 i ge ee Nee 
 
 Specimen B haa no steel exace linet, fhe oonerete 
 
 Hy he Bs gouge line for steel, 
 i ss ae Lines are aimiler in arrangeusnt to thoae on Specimen As 
 
 ob ‘ ct 
 ‘ie he Fics 38 pogo 38, ohews tho location and arrenqenans of 
 a the oonere.o seuce lings on the sides of Specimens A and By GY 
 
 14 : ) 
 
 % y denotes the woat side, the oust sive sauge Lines are By, By, ees 
 
 | Fize & page 39, shows the avrangesent of the Aces Dial x 
 ss Pinta on the onde of Specingns A end B, The top Line of peinta 
 
 y 
 \Z ds marned Line A, the oonter Bing B, anid the Bott ee Line Cs Point Bi 
 7 | mumbo? 1 fe on the west side, Pho figures chow the differance _ Ri 
 
 ~~ > 
 
 > 
 
 ia 
 ne ; belween the Gposicens rather gloorly wilheutsS Purther digeuas lon. 
 in Sy ine Mik View 4, pore 40, share the arrangeaent and loostion of 
 
 ne 2S Ps _ - 
 —— a ee 
 ee ee 
 
 of the tesperatare woilea on Soeoinen Ay Tao pion view chores the 
 
 owen 
 —— 
 
 | temernture velia on the top, oni the side elevition the wolle | 
 an an the aides. | 
 ae - Spesiaen B hae & gialler arrangement and nuaber of wella 
 ring che Le in, wolia top and botton, of whigh there are nip 
 = - ry ' Nooah pertains Theee are losated one ot each edge and one 
 of t the epee, 
 
 a 
 ae 
 
 : 
 
 x tal 
 
 inns 
 ‘ 
 4 \ a d Oe 
 
 fl i) ‘iy Wi as ite hig a hI tee h + re a : 
 
7 hd 
 A i 
 
 rs rng 
 
 4 a ? . z ' 
 is oe. oY’ 
 Ms werk 2 
 . | é 
 PR re 
 
 >) ea Nags obnee A 
 
 ry 
 hah 
 
 : wat tee qa 08 
 
 ae | . | 
 Tete ps 
 W wad ees oe 
 
 hs a ast ia 
 ¢ : - 4 
 
? - % : 
 yl © 
 fC iste y 
 i \ 
 Pa y 
 
 ie ren 
 , hl is om 
 
 E a hea. Sy page 41, » shows the Aivieione end general makeup 
 ah, ‘ne ffoune uaed in teking the Aves Died geuadings, The rod for 
 nt i bs - gheok ing wp the Syacw io aleo shawn, The igure shows how the 7 
 
 u fren wa eae Pagia by fastening cucset plates te the thet bare 
 
 | by aeans Gt vgs wri viveted natis. 
 
 “Tho photoxraph  oppontte » page $2 shove the sedans 124s ik ¥ 
 “outaide the norta ena gf the strugtural laboratory, Spesinen A ee 
 
 are the Lefts ond speoinen Bon tae right. Pua Ph 
 ia | The. ance of the epeoluana bave & eoating of nd te panty vite 
 
 ea $55 <“ ee 
 (eae Ree ae 
 
 | this van pub on te pravant whaad acluture omorption at she ARIE @ 1 Ok a 
  &fter aeverad pgnths af enpoouge the paint de spelling eff to aoe ; by 
 Pe yey 
 
 — Mote tn Speeison B the te-perature wells on the side, — ey 
 ie Me | ‘the dark spote on the omt of Spasiven B are patehee of grout, tne — is 
 
 } ae ‘ae being Moker acuerhat when taten outdcorm, naan Lat ing the. i 4 
 _ -Reeaetting af 90, pinges A siallece pateh is acen on the south ond | 
 a. the oentor. | 
 
 books . 
 
 i 
 The photor®agh eels paige 33, shows ihaaiedsuie ‘ with. 
 
 , psbpaal an. Panes sor Mate the Ames odud ruodings, The iets 
 
 i perss 
 
 ee 4 i ip . ‘ 
 i t M i i 
 
 : eng by ais kr ties ih dear lh 
 ‘ qth ) \ Ns ; vy, mk j 1% 4 ae a’, 
 1 1 ue * 4 
 . es a ors ye ih See ED ee 
 ‘ee =) ‘ ‘f i "hs , vy 
 
 x : at 5 f Ps bit f 
 Bea at Misy ¥ | 
 . ive ‘e Le ‘ 
 
P - 
 
 a ee 
 pees 
 ees Sy PROSE 
 pid 4 
 
 i | 7 3 
 a teokd ane Ve 
 
 . 
 
 r- mw ined nat 
 
 cei abvi- a ww 
 ; v Rae I 7 
 
<a 4. Cir ba é ‘ : 
 
 49. 
 
 The wooden plugs on the top indieate the Lovetion of the 
 abe@s a tae in ARMAND fro LNG» | 
 ‘The row ef see21 openings along the center are the oy 
 ineh porerreeee “Olle, the 7 inch ond ls ineh welle gen alee se 
 BIOs . 
 ; The omoli ata epote nPeut the dark efanceo indicate the 
 pluge for the sonegete stivain gauge lines, 
 
 . | |  qante 4; pean $) gives the sleve analysia of the sands 
 naebed wes weed for thie purrose. 
 
 Table 5 givet the givvs analysie made of the crevel, The 
 1 
 Ky gevvel hovever, wae bani shekew, A LittLe duet wae found im the 
 ) oravel but not ermath to affeoh the eomerete in ay wey e 
 
 " teste wad@ on slanderd Ottawsn aand and the sand BOM, 
 
 low etrongtn wag due to wiking the briquettiea on & oGld day, the 
 laboratory deine Bold P62 muany days ofterveraa, The aped Lown vere 
 
 and kept there until testad. 
 
 * : ‘ wetawerten, Syesisiavttone generally cequire a mighet tenatle 
 “strongth for the sand being tested then for Obtawe aands En this 
 
 : a 8 ea a feates net on overage sirengt _ gtoater at 7 ore if 
 
 te f tf ? f 
 
 ai) ai Debt chet ; 
 Uhe SRR dc tiadet Sie ’ We wal. 
 SOs RT ih b ith a ; i ea 
 
 ita } Toble6 , pose 3] gives the reeuite of the mortar briguette 
 
 nf | fi The teste ahow t 20% etrength at both ages tested. Thao | 
 
 Ege ne at - 
 2 ie | ae 
 
 enpoced te the wold ate for $4G@ Gays whan they wore gisded in bh I 
 
 |) a 
 -_ 
 
 | fone of tho triguettes cade ef the aand used 3m Gle OTe 
 orate fer the blocks gave values below theoe of the stondara Ottawa 
 
 i Rei, Ubi Wel baleebilik' of Vibew Ubteritnat ieee, & Bovey auesennen’ | 
 
 =e 
 
 - 
 = 
 
 Ses 
 
 oe) lf! re _ 
 
 ——— 7 
 -_, 
 
 Pigtn ge ee ee 
 ee 42 
 
sed 
 
 “he ee 
 itp eset porns ‘ 
 ‘ te } _¢ ‘he 
 re a 
 ip OOF ‘oe y 
 
 ot fet weet 
 
 Hevea? Be we 
 ; : ait Sane 
 
 ~S ~. - £ 
 
 st Brent 
 
Ais types SRE Oy onli aa RES a ok Ui 8 aed gl tt PA Mle ead al BAM ie | ee a hes 
 
 Tove? , page4G gives the date ovteined fron the 
 
 | deterainetion of ihe ooeft iotent of oxpaneion for the min of 
 oonarete wae» | 
 
 | . The strain gauge watts wood in sorking up the cats was 
 ih | %, $008, waleh cos detersined iy sense of & Sore aloreneter. 
 
 i st ae Prox the teble it to acen that the soleture content of 
 
 the conerete Gows not affect the ‘soetfielent ef expans LON, that 
 ity GY eonarete and nelet conexete have the snug cookfielont of 
 — ampame ton, } 
 fe i ! The agroesent between apesisers A ond B ehews thet the 
 Bs value ai the ooot figtent of exspencios obtained is the eorrees one 
 for the six of oonercte wid the kind of argrecetes uneds | 
 The iaeg Reading on Spevison A we not taken inte sone 
 i oy gtaerse ion because of the Loree variation in texgerature of the 
 an ie unde of the epestaen, 
 
 ree 7 | Prose ptuee 67. 9xttgqisgeurvus for Spas linen & are shown and 
 
 a free Apa gurves fer Speeimen B, The zeot oylinaer 
 
 a i “aurves ure Foxe pare 191 to 196 | 
 
 | Averace qusveé were nlao sade Fer G12 gauge lines of | 
 eintler nature and position, these are founda pages g7 4 93 | 
 
 | The ordinutes of the curve Glagtaos represent defetme= = : 
 tions in otrain gouse divielons, che division coins equal to tao | 
 | Sehethouvanathe of a9 inch io the @troin gauge Giagrace, and aqaucd 
 te onenthowsantn of an ineh in the Ameo Adal ene In the cure 
 
 i, Wey ta kh 
 a 4 H WS iy 1 Was py 
 Cie ee alee 9 ar Ma Ra \ 2 DAA oe 
 
aa | 7 ty) ‘ea, 6 Z Migs 
 ‘ pay 
 
 oe Te 
 br SO hg 
 
 ig +” } . a) wie ts Hank po te rae 
 Clb! ewe. omwir Ps igepns't-§) @de ; 
 ; ig: : en 
 
 , ie 
 
7 mt” bl! |g te rd dade Wel’) Bia rors Tes , j Lae Oe Ot AP 
 Bey ah fd URL pee CO ee OPH re nd RNa MONRO SM 
 r y y i} . a (fa 5 fed “ ay ig ae 
 . Fibs 
 the | 
 
 te aveoinacs ‘of, the curve represent the age of the | 
 es in dayes Eoeh oirele representa the day a. ap a wan 
 taken, the months being aleo recorded on the atagreas” 
 
 Wein: wi weses The faa Line Marker total ieforastion shows the dstoraoe a 
 tion aomally gotteng Be initiel roocing being taken as the ie 
 mia and tae qubeequent tea dings referred vo it ue & base, bay yi 
 
 The detted line wurked fenvarature 4eferustion givas the 
 aeforaat ion dus to tenperature BLOG» Tie tox porneuce Gf the 
 
 gonergte and atool were waa taken as thet viven by the reeaings j 1 
 taken on the teapereture Walle, The gte@l temperature was Panaily 
 “obbeined Gineze. & teaperature well wos elongeide cagh ber. Per the 
 _ genarete % Little interpolation wag Dede mary af tines, the sonar ete 
  uge Ling being between tivo Lenpernture wolle, both od digferent: 
 ements Generally the vertetion was only a few deuk 08s <a 
 ie the 2orFoot beapersture ef the cenarete saa not aoed, the ener wae 
 - Slight ginoe the yoriAtion in tesperature ifeu one reading te the : 
 ef] ee wed aGnparat ivoaly creut, + | j 
 | Wath the laree menber of ter poratare readings teken on : 
 the dloexe or Op OA AAGNs y the tomere sare wt any poine de the 4 
 
 a | pee hoan was known, The ourves, wo plotted, oun therefore be taken 
 
 ne , representative of thy changes gue to temperature. a ao 
 man ie f I “Gita 
 Bes vd 4 The ot ena dao’ line ke the divferunce bevween the tame 
 
 a pees ond the total Seforaction gurve, It, thuof ors reprovente i 
 mares aus te she tate ie and noioture ohencee. Sa 
 
 ey va 
 
 Le ae ‘tel rina Fe, eae Gee hs Abo. i 6% yt a ier 1) Nes 
 
 9 
 
 ny a acy et he A | aaa F ‘a ate 
 
 ee y\. * ks fy te 
 v 1 ny" ; “ie anergy ¥ ily ¥ na I: A ihe Ny , 
 
7% 
 ‘ 
 
 ¢ 
 
 WP 
 
 { 
 
 we ‘v 
 : bee mele 7.“ ’ 
 
 \ Tl eee ee 
 
‘geal a) 
 
 ii 
 52. 
 be Phenomena of the Test | 
 | Gonorete Gauge Linea on Top -- On pages $9 and 76 are 
 shown the average curves for the strain gauge resdings en top of 
 Soecinene A and B respegbively. These show that when the specimens 
 are exposed to the dry oir of the laboratory, shrinkage of the 
 
 sconerete occurred continuing untill taken outdoors, Speeimen A 3 hOWe 
 
 ed & alight decrease even of ¢or taken outdoors. 
 
 When olaced outdoors the conerete beran to expand and 
 reaghed ita maximum after a bud rainy period. The temperature of 
 
 the conoretas during this maximum expension was approximately 43" ¥F 
 
 lewer than the initial reading for Specimen A and 65° lower than 
 
 the initial for Specimen B, The shrinkage deformation curve for 
 
 Specimen A did not go above the bage line during thie period, altho 
 
 this ourvedoes go above the base line slightly for Specimen B, 
 
 With rising temperature and only slicht showers ocousion~ 
 
 ally the conerete began to contract asain reeching a second minimam 
 
 during & period of dty weather and rising temperature. 
 
 Then followed osveral weeke of moiat weather. Heavy 
 raine preceded the final readings, but it should be noted that a 
 drop in temperature aleo occurred, The concrete expended rapidly 
 dur ing this period, the shrinkeg@e deformation curve going above 
 the base line, | 
 
 Gauge Lines on the Side +. The soncrete seuge lines on the 
 Sides follow the same general expansion and contrection as the ones 
 on top. The variation is greater and wore irrepular, however, this 
 can be accounted fer by noting that the plugs on top and bottom of 
 
 the sides are set in a father large patch of neat cement mortar 
 
a 
 
 | 
 
 ied ee 
 we 
 
 . @ hie We 
 
 arid 
 
 oy 
 
53. 
 
 which has an expansion coefficient greater than for coneretal The 
 presence also of cracks in the cement mortar patches effects the 
 expansion and contraction obtahed,. 
 
 Gauge Lines on the Bottom -- The shrinkage deformation curves 
 for the bottom shown on pages 70 and 77, are above the base line 
 except for one or two points. Specimen A showed a slight expansion 
 the first few readings, however both spedimens showed only slight 
 contraction before being placed outdoors. | 
 
 Specimen B expanded from the first reading outdoors, 
 Specimen A showed contraction for the first reading outdoors, 
 expansion followed with a maximum reading for both specimens on 
 the same day as on top. A period of contraction followed which 
 turned to expansion during the following moist weather. 
 
 While the curves for shrinkage and moisture deformation 
 for the top and bottom of both specimens are similar in character 
 it should be noted that the arves for the bottom are essentially 
 above the base line indicating expansion at.all times. 
 
 The first two readings on the bottom for Specimen A show 
 expansion. Since the specimen was then indoors and drying out it 
 would be expected that a contraction would occur. The steel 
 diagram for this period does show a slight contraction. The 
 apparent discrepancy is very slight, AuGAY Bese halon only slightly 
 more than one marked division on the strain gauge. This could be 
 very easily caused by taking or getting an incorrect temperature 
 
 or may be due to slightly different pressures on the strain gauge 
 
“de 
 ied 
 Seln sada 
 
 bale? © 
 
 [vi 
 so nba saan raty 
 7 2; al sari! 
 
 bene el a 
 rie ’ 
 
 ro 4% ~ 
 
at white taking rowing, thie ae very posaible oo the resdings are 
 
 ; taken with the Sivan aaa px inte w, he eparcter being in & ue 
 | org oF Laws Btralnud position. | 
 vr mena goin €ifforence betroen the toy od debton sonarete 
 
 strain pause Aines ig in the eaoun’ of oxpana lon shown. The ioLlowe 
 ing oxplenut ton iy offerod, A look at the photographs will chow — 
 $het the Gooeiuen ate not gag fron the qvound, abeu$ $8 feet. The 
 vivaadig wilh aboorh aologure iron the aly equal te the tep 
 
 , the botton shoe egliaste ae lature evaporating ffen the rensg, 
 
 J mieture a micnaing when 14 stelaes the seed unJoraurfase os 
 rane the conerotes Thin eollection of aoimture wee oveerved om several — 
 —- aeanetona, sufficient eotatare boing present vo fora "beods of 
 ‘ event? , 
 Sven though the bottom euriave 16 not oyoject te direct 
 
 notovure throug teingall oo tha tep surface, the betitom te not 
 onpesed to divest ovapetos ion a the tep ia Go that She aoiscure 
 ' Of the boiton to sore of u ized quontity during perioas when the 
 | aie Aa Pe 2S hie orotuges enpeneien in the ones gta wings 
 
 _—«'s Chmarete Gubjeoted to noes @onditiens expende unbAl whe condition 
 
 ie Pewoveds | | 
 | Sheinkage = The effeet of wmisture hue only been cone 
 
 _ « @iGered in the | Peaed ing paragraphs tegarding oumtraction in the 
 “generate, the effect of shrinkage wil) now be taken up. On pogas | 
 
 Teond 79 age shown the adage ues FopRanueting gala Ge teaa in 
 
 wate fs of Spesicena A and B respectively. 
 
 een =" tn eRe 69 and 70 are hewn the curves for the somtraotion 
 nee rae 2 bier es pate. wotton m Foepeativeny of Speatuen by 
 
ah ae er ib rik ; 
 
 i Pan as t we ae wat 
 
 ners £ 
 nits ne 
 
 of tedeogee 
 
 - 
 
 ots 1 7 
 : ‘oo ; a 
 “+ 3 i 
 
 be eh 
 a ne 
 
i 556 
 
 | @a@8ded Aeoronee fron the InAtied while the bottou te alnest | 
 
 extatly the saue o@ the imdthal reading, Mow note from the dagram 
 
 oa pare 7e thats the meiatare gontent as cancun. “ove thom the- 
 
 a “ini fad ieleniiehd 
 
 | j A whway ef the aiagrane om gos 76.77 and 79 ppnow the 
 
 ‘assis conditions ger Opedioen By Tue colovure aontent 46 not 90 
 
 setkes oa in Gpevinen A, however, the Gass genorel tendency ie 
 ALtaough the ase oc the apectwens amd the namber of 
 
 | | Readings | taken is cot Gulticiuns te dene definite congiu@ions, a 
 
 on etudy of the aurven would infloste thet there is « chrinkarce of 
 
 Ve the conercte taking plaes (that due to aet), sport from the - 
 
 wieture aefernntion, 
 
 Steel Gouge Linea « Disgrace on page 87 ond 68 anow the 
 gurves for the stoel qaage linet.om Qpeetmen A. The gurve eagked 
 gotereation duc te ganar ete bows & atPiking @isliarity 36 the 
 Curves marked deforention gue to sciature chi sla@inkage in the 
 Gonorete gauge Lined. | 
 
 The curve showing the deformation of the steel due to the 
 base line indicating tension. 
 concrete, for the top, goes above the/ The conerete qange lines do 
 | hot show an expancion neoosvery to produce this tension im the 
 : Steel, The totten gece Llince agree better although the etool 
 | | chews aero coproveion tward the lawt part of the teat then doua 
 ™ apnerate, 7 | | 
 “Some part or all of this @eagreodent 4a probably due 
 Tee ‘the aonazote gouge Lines being on the eurfaee whiie the senters 
 ef tho ated adel ore idea tnonee rou whe sutfece, The conarete on 
 
<. ae 
 yyy 
 
 ; , } i : wo ; ; 
 fie Ede Sak sna | 
 A seg ted? foe Ped i 
 
 9 
 v ’ ‘ ‘ ‘ea ae Pek 4 5, 
 eer rem ag “. oe 
 ; a é wad ae Pe! : 
 
 ég¢ art ene 
 
 ah 7 wy. va ia ih 107 De Bees viens 
 ; Poss 
 
 iv hg . GW Das naj vt Gs ar r at 
 ‘ M ‘i rs venga 
 
 i abil ade! ting - aad we nt a man 
 
 4 i) » 's —_—* 
 ie Pr | 
 ee id 
 
a : - geveeaa teakes fra the osteo, — 
 
 a Tho Anes Da} Readings +» The Anse disk vesdings ona the 
 be Slain ghige resdluge do not agiee aa well ag sight be, The conerad 4 
 ie trend io the gaue in bothy iva. “hen the o$foim gause gu ding 
 Ae shed.a ise the foes diak goadings do abees we 
 i ie | | DALAL Sh Ypres 73, 74 ‘Shi 7p ohow Vie averige eonerete Be 
 
 oe SGhdings Zor a &, ool @h paAge 7] ona 7g the etwel rend ings 
 ‘he Por Apesiven B che veadings ste on pr. go, 91 *Md ga, 
 
 Gonpering the sarves representing the moisture and shrinkage 
 
 yi éeforandten of Gpopinets achd By s% 1a geen thet the teukings for 
 i" A ere above these for By, exdou§ fer the sen ser feohines 2hioh aee 
 fi —sPabher Gekky | 
 
 i | . Mo Aeoe Rial tandinge for the steed tore felled very 
 
 . slozely these of the senators. Thia to t bo orspegted einee ange 
 
 Z teing rondiny te ooune aorer tex the gonerete affevte the stock 
 
 i randings C106, the Pordiings being token Lib Ganaoud Ly « 
 
 cust why the dees dio) ew the sifoain gings pacatnge ue 
 net agtes better panne be Tully debow ined ot She present tine, 
 Bith a lercor munior ef recd inet sel & Loeteer pe fied of tias mere 
  —-« GOR ING sonslweionsa oon De Grint, Bou aowhe? itt ing fevtera wand te 
 oe ee mentioned a® thin tine, [6 was moticsd in the ease of Bpeokaen 
 i ‘ A thet the unsie aupporting the froue fer the tap row of rendings 
 hed moved outward oud tigiontly te aouae binding on the fvane, How 
 ava evrer covenent ef she angles would cause fs anknown. Avo ther 
 “‘posatble douse of ormer io the frame, Whom the imiticd readings 
 were token the oid0 were of tho Trang wore stenlgnt, Loter, strenows 
 ci Lg th atand frese deforsod 16 slightly, Any deforention of the 
 Fa  . api then on ntovided the deleraa» 
 
 $a n ot ot ee Be cua Ng Kat 
 
 ee ee ; € ) oy 
 
 ‘ay > See iy ag Wal a ie ‘ Y 
 
 a a teu CNG. 
 q re i : 
 
 1 Py ¢ 
 
 readings, since ae are taken 
 
 oe en, 
 LST, _ ey 
 
oo —- “ae . 
 
 ea 
 “bs, 
 
 J par 
 oe 
 a 
 
 ‘ ments 
 » % 7. 
 
57 6 
 
 on the frame after each set of observations. There is a 
 chance, however, that in moving the frame from one line to 
 the next, the frame being somewhat flexible, that some change 
 
 may occur. 
 
Pe 75 1 vA 
 
 yy a ow) ae 
 
 J 
 
 Ang 
 
 6 
 al 
 
58. "0s ¥ 
 
 Shs inkage an gonerete gon Be detutu ined by GtPain nonsutee 
 mente bul the aitese due to ehxinkace is not oO exeily determined, 
 
  ‘Peforestion ta plein oonerete 4@ pot on inglecction ef etress einse 
 
 the comerete flows gradanlly when aubjested te stress beocuse of 
 iia phan ia notbere, | 
 
 ik sonerete is retnforacs wtih @teel end shrinkace takes 
 plece, tha steel ia put inte Comptes tot, Thie is beoause at eel 
 dowa net flew under BLP GRG The soenorete io owk inte tenaion fer 
 the reason that the ateol resiate the tiginkece ef the comrecte, 
 
 To deteraine the streseca set up duo to shrinkage, several, 
 emporimetiashove token at7ain seamutesents on apeclauens of plain 
 conerete end seagenion speciogene of reinforesd sonorete te i ind the ~~ 
 Feledlon baleen Gon Toaeivre e°nogsea if @¢e8l ond coneraie due 
 
 te shrinkage, 
 
 Prob. idy the beat and mat Posent inveatigat ion along 
 
 lk 
 
 thie line was waade by Porats Betemaste at the Univers ity of Tilineis, 
 
 His investigations were conf ined altogether $e: Wael ay :00 LEN» 
 wo gises of opeciwena were used, one velng « by 3 by 34 in. and 
 ‘the ovaer being O by OG by SA ing Be found thet screates up to the 
 
 | ellovable working etter af wild @t¢el ahy be ¢et tp duc to the f 
 
 she inka ef the eenetetes | 
 He dabused formulae for avlauloting the coupresatve otrese 
 in $he. Stee) and tensile etveon in the sonerety from the unit | 
 
 H; & 
 
 it By | deforeation of plein gonareie due te shrinkage, Tho derivetion of 
 
 ba aa tneee formulue oath ba fous OM Poe S0eE1, Bulletin: 136, Univereity 
 
wl om 90H ne ogame’ Att 
 
 si aay 
 
 3 b aoe’ 
 > 10) ate: of mvc amet 
 
 erie 
 
 7. . ‘ 
 Tewwry 5 oe ae ol ou 
 “4 
 
 th TH rintpy ITO wed ates toate 
 
 An) iis tf) r 4 
 
 “FP é fs |; 1 a a 
 ¥e t 4 ie ; Seats 
 
4 
 ee 
 
 the formulas rot 
 
 For the aasdews wnt gaupeeseive atwens in the ateak 
 
 | L ap 
 For the waxkinm anit Gentle stress in the aonsrote; 
 
 Oy ®. 
 
 i, = Bf 
 
 Waere Ey + meiuhus of elostialty of the steel 
 —. | 
 p * yotio of otegl ares to the concrete area 
 
 ® © ahrinkaye in 6 wii leacth of plain concrete 
 Theme equations are bened on tho folleving sasumyt lone 
 {i} The steel reatreine the concrete uniforaly sneilsisdae 
 
 oub ite oroos agotlot, 
 
 {3) The bond stress io oxoportions, te the aiep one 
 ment ef the gouner ete, 
 
 (3) There to wm aligging of the b ots the bora ateens 
 
 daing uiniwwn ot the of) ond ere of the gente?, Tha morkern 
 
 soupreneive Si8e0o Wil thereliere acour 16 the counter. 
 | Assumption (1) ecannet epply to any except apecimens of 
 @uni gress sustion, se wed in T, Hateuscteta teste, For 
 
 | Spoainen ef iseges arene aoution, the action of the steel will te | 
 «Audited to o tox kow body of conerects adjacent to the bot, The 
 
  aeeusption that. there ig mm glippiag of tao bor is not atrietly 
 wie hense che bond oteese wilh not vary oe tae ordinates of a 
 bs uate ang erecke im the aonerete will alee ai feat shoe 
 
Ath palut WEAN Bos 
 
 we 7 eent " a aha 
 
 h& re 
 - 
 
 " 7 ba lal add ot F a : 
 
 . nhs i * 
 
 FL eit wate ee oe 
 
 "ele ? ey ad AW sewebe onde an 
 
 ie if Ht eh cee 
 he ©) « 4c, os: 
 ance apie ¢ 99D EE IP Pore 
 
 tek 
 
 + 
 
 7 yee be @ 7 7 7 
 ; ta i) aa? me sou ae 
 
 a o 
 
Bae Ae Phe total deforastion at the tep of Specimen A ae 
 iF deterainad by the Avnoe died io given om oie 194 The outer? pointe 
 yh 
 
 Been ate the outer ete@) tore on whieh the strain gauge readings were 
 } taken, Tao huge kine for enct day of oboePvation chives the 
 deforsetion tras the initial reading. A tonde ny ovard a sreeter 
 esrinkegs 6b the edieces oon Be acen. 
 On pare le? the totel deformation fer the tep rev of 
 ;  @pesiwon B ie given, The survee do not ahone encugh uniforadty 
 
 yale to Gree ony acneinaions. 
 , On paze9l6S and leathe total deferuction for the senses 
 ‘ | «Rew Of plugs of Bpeoinens A ond 8 are plotted. The dofernaciona 
 | 7 Seg Father union agrese whe wi ath of the Opecicena, the last 
 tro readings show & sar tot ton in Gowohs on Be 
 08 pose 196 the ueforeatione for she bettes row of 
 Specieen A are plotted. Speoisen B hed tee plugs lecacned during 
 the revovel outdeove op that they could not ba gonpared to the 
 other readings, The gurves for the lotton of 8: rs a, & are walformly 
 higher on the east aide tham en the west aide, The reseon fer this 
 | | ie net known, eilthough it @icht have been coused by an errer in the 
 ba Mitial roodings, A evsdual ohipping of the fraxe while the 
 
 ¥ 4nitial rosdings were being tuken would cegount for this tentenay, 
 Phas scene to be teasonable gingy G1 the curves vary in the cane 
 | oye If tie ourves were orlented go ws te be tetizontel, the 
 Yes shrinkage of the outer bere would be Groktar thsh shat of the 
 
— te Su. Hhe el eb et: ra 
 
 mat 30 od le be 
 
 et Bor : Ms OmV Ey a Rede ar ats ‘s at 
 mar.” eish ehiek> ss eins ie ite Ate soe 0) Ween @ 
 tt 2 x 
 
 | arti { we r 
 
 Ps 
 Ure ‘ ‘ . ; ‘ set ¢ 
 Pi > ? g ‘ 1 Ww . 
 re é 
 . ‘ » & 4 “ , ! is 
 7 po 4 car wate We 
 ’ . i a | 4 y, 
 } ’ 
 6: . a R kegé , 
 2 : te! ; 
 
 + 
 ‘ ¢ 
 + 
 »? 
 . > 
 y ge h/ 
 ’ e e 4 é r\ 
 a | 
 ' * *  «@ 
 ; yh ; oT; ’ 
 
 ? “> Moe 
 
 we : , s* ; ' , tv cue oJ or 
 
 } ‘s ‘A *% : & ws ' j @ nag + 3 h 4 a shall foe : 
 os ) ye 7 . f ‘ Ks A wt of utr tad 
 : ; a 5 y > ¥ 
 
 a =} 
 erg genebie? hah BH olive te urtod om a soba Nrbaiss 
 : PA 
 his Gidea aihine wt Lib ese ll eem aa 
 
 i Li 
 , ; j AR a ts @ | 
 ) i fi ud dee gniGi fy seit. ae i? t aoe ae ee pee. * j t 
 els ta Si dias nn 
 7 " g > iF _ 
 
 en ae 
 
tne | il éter cekhions were ateraged for cook xow of both 
 epooicens: and pleted on pages 182-183 to. see if there was any 
 variation ‘tn & Var$iee’ plene, Roth apes lawne shew thet the Og: 
 8nd bettos ehrunk sore then the center, The slopes of the | 
 
 “A ours es WoRy, Ghie in en indieat 20% has there le no initials erpor 
 AS entering in. 
 if The average deformation of the middle vow B of the Anes 
 0 dial po Gy towether with the overage ef the 84 in, strain eet 
 ie vy Feedings os the Coy bolton pnd aides of oth apeainens eare 
 we plotte’, Phges are shown on pave? 1e9 and 181 
 
 | Those ourves Were platted to ecu whet vadation there woe in the unit 
 Mi deforeantion in the oonoreta Sevens the oentrod portion ef the. 
 4 : @peainens 3 Agbetiined iy the ‘etre Pa] aoange Teaiings oh the 
 : | «Sites, the top ond kottem, wma vou the Aves G01 Poedings token 
 i ty on the eenter vow of gluge ai the ints | 
 
 The gurves aued Spegine A dhew hat the strain gous 
 . renting age we nigely wish each other, the rian dial gurve however 
 
 fr «AB @oneigerenly above the GUL, vary’ ng sore hha HETAVSL 
 Mund ed pergent fron the average readings 
 i Ay oy In qurvea ser Soeotaen B, the Aces Jil curve ogress 
 - : tuiedy wail wlth the top end aides, The geuce line curve fox the | 
 ia | bottos is sougwhat above the evoruge varying sfound 04 percent ; 
 : sen ibs | | | 
 pe ‘ A AY ate . Phe éhawtene on pages sresrrghor the tober deforsa tion 
 H of the sonar ete ae the “P tnd boston of Speelocns h ond Bao | 
 ie ght the 3 sty ihe anata gauge, These atagrase a sot | oe 
 
i: 
 
 y 
 
 ant | a a ‘ ww my) Baers ee! 
 
 a Feat 
 
ie UH mee ele 7) f ; ed 
 
 Te ay?! $ ; vy 
 
 q : ‘ ' " | + me ¢ \- é 
 | G20 
 
 | ‘email ona attatia, 1% should be noted, however, that the euteiae” 
 geage Lings ove 7 in, from the edme of the block, The dingraae 
 indivn 6 Shid the Geierwation he Wilors betwom pointe Y ins 
 
 i, feo the eiae of tha bieck, thare lo ne data imiieot ing theag this 
 
 i Mh hig, deforantion ia/unitorn Wp GO Ge @Gge6, than at the center. 
 
 ‘ The abore Gisounedon bin v8oughs oni the following bene 
 
 hat Sete 2 ae of the THVHAE Boss. 
 : The shrinkage at ‘the’ top and at the bottom of a concrete” 
 | block, like the ones used in these tests, is ereater at the 
 extreme edges than at the center. | 
 | The Gefermation in the ceniral portion of the black ad 
 wntforn, hoeth an the Oy BIKE HOE LO. 
 oy ‘ : Phe ceteris tony, across the middle of the 
 Blowk is ieothealy unitore from adee ta - PhS 
 «Fhe average suave for the top, aeant er and beliten rows 
 i of 4aeea G18) plage ee hunger & sPonter abrinkace for tha toc and 
 betters rows. than for the middle row. 
 The Usunl deeumotlon that the entire avose eootion bao 
 tha eoxe ohginkage 1¢ not kere out by this teat, In other words 
 & plane geetion before ahFinkage dees not resin clane after shrinks k 
 
 | fhe ate of the oerteat themool cecff isiens 4a vary 
 - taportont in working Bp the ae gash of obteined in his toot. 
 The ble rho ef deriving the pRoper opeffialent tox a OOnOE GSS 
 fees in tite teat wan dinousned on pages 44 and a 
 Te ian found re this aonorete had the Bone Savaind 
 say parent hacks * a otote ws bia a any abnter ‘the Vich ales 
 
mt 
 
 wit woe a 
 
 iene ne o 
 
 : 
 ih ae a 
 
 . a et ie é i i 7 < 7 j q oe uit tet eth: $e ei ha A 2 
 : WA a At Aer 
 ‘ ‘ : 5 feted 2 = . ™ 4 
 uy r Loe , n>) ° \ A mvEe « inthis ( » i ¥* wldie “ " % vite 
 ° rt] ° ~} ? 
 ; ' SAE *, tha ve TOM p phy 7 << 
 y e > , 4 nye te c ‘ ge  ONy 
 Mepieeé 6cs Te adsl Ae Ft se subaney ah iors 
 
 a7 
 
 ue | | | hot) Oe ee 
 “agate a ee 
 7 J ( mn 4 * ‘4 * 7 $ 
 .( 
 
 & ar : ie i 4 ‘ . p .) ' 
 e . r 
 ¥ poe _F on 6k ty pas tgerisd? Jo cnatarzee es: 
 
 ¢% 
 
 4 oa Pig T 
 
 fa agai Li ee a oat 
 
 ‘ ce hg ted, MS <M Whe) 
 
 xi ty Code! 
 
 ae ‘ ee ws 
 
 w2 
 
 ', Lies 
 a eS 
 
. 
 P } ee 
 ie | 
 63. 4 
 
 This ¢- ins ie anignery bolow the soogoted + due of 
 
 “ Rees 940990088, @hies sovers. experimentera hove ohteined, In sone — 
 Bs rooent sagen tounve Professor T, K, Hatt obtained velues from " 
 
 eid : 000, dependins on the tesoerature of the Y 
 7 gonerete. te found that the therve. ceefffletent varied with the 
 ae lid | | 
 o PR Geternining the deformation due to tenperature in th ie 
 
 BaP, the walae of o,900008 
 
 Oe wey wegk ae det.teined for this cone — 
 
 M areata, Us ine Shie aoelPigions the defersation due te tener ture «© 
 mis i acsounte fer a Lovee wart eF the tetal ceformution and aay | 
 i ; epoount for ail of i¢ during eee poriode of Ding, 
 
 in detersining sixeseas due to sh¥inkege er other onuses, 
 ve the foyer eoetfictient of tharral exzponsion must be Known oc) | 
 
 re arvect for the temperature chences, Sinse the resulting defoxnas 
 
 oe after the temcersture corroation hae boon aude ie weuslly ; - 
 | ALL, i die te the totel deter: ant Lot, 2 wrens bi opued oval Le iam 
 i sey Gee gone iseranie error in the « Soules | 
 OMe. | $m gage 189eand Ware ahewn ithe dtaarace ba the avernge: fi 
 — $eaperetures of the 405, berton) otace and wiceie Ce ict 
 | Speo inane A ond B. These dlagtars chow: the similarity between the 
 tebe deformation gurves oad the tenp erature curves, Froa thene 7 
 nets: - Atagrens, re will be seen that there 4 Vory Little safferenae 
 d ' _ bebwoen the tenvcrature of the outside gonerete and the os narete a 
 pi ” te ete, the vertaston veeralty sone wey afew deqteca, 
 ick ny oe ea ee ante Ea * 
 
 te w Ly Na , , a | 
 yy " . al: . i 
 TD ‘ : ay are, pe EN ; ij es abs sh 
 i : CL . Ae ps i r ¢ at 
 a, a Ae 
 i ‘ 0 is et s Hy Y 
 
v4 &%s of abs) Ma af aa v 
 
 2 
 — ut 
 at) 7, 77 
 
 ey Hn a 
 
 as Pe 
 
 eer ro a viiiy! igre we iio pon nF en 
 
 A it : td Len ath a y i shi | : 
 Wat) 
 
 af o 
 ve 
 
Gare 
 
 | Phe slagrans nhow ine the everage ourves for the strain 
 ase | cuaagrer Toudinet on the gteal, toy and bottes of Bpeciveen A are 
 
 By | (ehown on pages 7 and 6B. In che early athecea sonptession - 
 
 | , in the stock aue 30 ota inkage aS the omorete is saewn when he ; 
 ‘ f Sloek wee indvore, on Femowl outdoors » Bike esepreseion changed. 
 j to tongicn, the conorvete Aovine expanied. | : 
 
 . The etrese in the eteel aug to the deferaation ef the 
 
 s oe @Onerete Gan be taken fron these & heptane wipe the rich hana 
 
 a ) mwegin, These acagered otreeice ore oompared wiih a few stresses " 
 
 ’ 
 
 iM es oo Loe ket od by Metsumctets formalin, The ealoulaied strass se civen, 
 by the forma in tho maxluun, henoe for = gauge length of &4 in, 
 in an 8 tn, leneth of oorurate, the averese eixess will be 96 
 
 iH peruent of the naxivun, Bee pagua 20«21, Dulietin 136. In - 
 
 ‘a tae @louls ting these etrus¢es, the unit shrinkege of slain eonerete ae 
 ss gBUEd on Bpecimen B hay Gsen taken, | Ye lae se 
 i“ Meneured Geresa =| 41700 olasD + TH OOD “306 
 Bes Galealates * ~ 490 2hSD “1460 +556 736 
 
 4; 17 
 ihe vy 
 Fy he 
 Vy 
 Ts | 
 
 ie Homsured Stress ~ & Go “AERO Leeo wGto 
 |g Sakeukates 2 ee Lise 240 
 
 ah te i evident frou & atudy of the wteve teblve thet ier 
 & we eateann oven’ ae ware wed tn thts teat, the forule for 
 
 ul, j - , 
 soy td. 
 
 " , My ri ‘o ye a 5 4 a ' Is = a." cy, ; : 
 a ene nl 8 a aii 
 Vg ake ¢ i te oO Va a) ah hh ehh 
 
fo. eR on ' 
 ’ i wen 
 sata 
 
 ae ee 2 
 9 5 ne 
 7 et 
 
65. 
 
 on the surface of plain concrete does not apply. This variatbn 
 can be seen even in the small specimens as used by Matsumoto. 
 
 See Bulletin 126, University of Illinois. 
 
 (d) The Effect of Moisture Content Upon the Shrinkage of Concrete 
 
 Diagrams showing the gain or loss in moisture of Specimens 
 A. and B are shown on pages 78 and 79.. 
 
 The first part of the curves show a drying out of the 
 specimens. This part of the curve corresponds to a similar one in . 
 the diacrans of the Ames dial readings and strain gauge readings. 
 When there is a long continued period of rainfall, the moisture 
 and the shrinkage deformation curves show an increase in the 
 moisture content and a corresponding expansion of the concrete. 
 
 On the day when the specimens contained the maximum amount of water, 
 the readings did not show a corresponding increase in expansion.. 
 fhis. reading did not show @ corresponding increase in expansion. 
 This reading followed a single day of heavy rainfall. The rain, 
 being of short duration, penetrated only the outer surface of the 
 specimen not affecting the interior. This is shown by the diagram 
 
 for the average curves for the middle row of Ames dial points, 
 
 Co 
 
 Specimen B, paze 81. 
 
 | With small specimens, moisture will quickly penetrate 
 through the entire cross section, giving large expansion deforma- 
 ‘tions. Teble 4, shows the expansion coefficients obtained by 
 numerous experimenters on different mortars and concretes. On 
 
 specimens of such size as were used in this test, shall penetration 
 
 of moisture does not affect the main body of the concrete.’ 
 
 -— - 
 
tay 
 
 apt nee by: 63 2 as 
 
 eae 7 Z " 
 100 ne 
 
 pe 
 
 "we Fir? Obs sie b EUR 
 
 Via 
 
 Sita 
 
 te 
 
 “ts 
 
 > eo 
 
 ——s im 
 
 r 4« 
 
 he > 
 . 
 
 as peel ee 
 é dpm - 
 
 «gee eg ate 
 wo a= 
 
 “= 
 
7. SUMMARY 
 
 y Although fe fing) goncliusions oan be draun trem the > 
 prenent investigotien tie So Sto Lieited natare, « brief aucuary of 
 the wain pointe srought cut will ve given. 
 
 | Le A POA seotiin welore shrinkage dows nob remain phane 
 efter shyinkuge,  _ ¥ : | 
 S. The atcrage unit deferostions of the sentral areas of 
 
 $e top, tities, and vottan generally ieee fanitiy weil, 
 
 oS. In the plein oecoioen the unit defereation of the 
 Miidle ror of Anes dod pointe (sore af Blook), Agveed raxawkiably 
 weld 4th the unit deforamtions ac getorsinad froin the Guier auriaces , . 
 in the Peinforesd agesieah taia Que cenent wae not ao wood, 
 
 $e The therand coeffiuient of wet ons avy semerete is the 
 
 HONE, being JGR for conerete as ueed in thie toot. 
 
 oe feu oreture GOtoroationrs Bagouns cox & large part of 
 the tot«) doforustions and ay asvount for 211 sf 1% during soxce 
 POF LodG | } 
 
  & Uniess long cont inacd, che affect of scleture is noo 
 
 apparent in the cde ody of Latge o)ooinens on wed in thie teat. 
 
 4s She inkace SiPaegeas in the Oteel aa deteroined tress 
 delornntbions on plain gonarete eo ao agtue WIth Kenaured siresees, 
 
 fs. The prevent investigetion po insta out the need of 
 
 further inveatiowtion and ciudy ef the geforsations in sonerete 
  ~prédused by tesperature and moleture ghon-eo. | | 
 
vere, 
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SREB S AAOHFK LE J 
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 ets ataee : reer ¥ : oe: oh ica Sass A> SBHEASARED & 
 
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 SURA IHRSS RET BO RES 
 
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 SRESe SRKEE CHEE ES 
 CWERe PEIRE PE ah & 
 SHRSSOSUNE ASE WHEY Oe 
 SHEERS THES oe eases 
 SBVAS HOre w AV AGES 
 
 SESS AH oe eee 
 
 FRO PS Fe eH 
 
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 Bi GeF4 a CER Nee ee 
 
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 cava 
 
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 Ke SE SRE SST SWS 
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 © 
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 INS ERS Ve RENe sc eee EReSE 
 
 #7 GURRE ERE 
 
 SHEL EBPVRIRM SS CONEY KEYS 
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 RSeseeey COG es 
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