The elastic properties of concrete under bi-axial loading . 256 TTMTmUJMiT oxPxESSiilS . AHD UNIT DEF0rj-.:ATI0:i3 , 2051 unixStress Gauge Line ± 2 s 4 5 6 r\ /> _ • 000030c .000070c .000185c . 000040c .000050c .000150c yt y1 A 177 c 233c 505c 147c 245 c 423c 660 293c 420c 720c 187 c 290c 640c 885 4S0c 663c 1045c 527c 470c 990c 10401035 683 c 750c 1S57C 4570 650c 11801330 1110c 1710c 2097c 915c 1050c 2525c UnitStress GaiJige Line 7 8 9 10 11 12 225 .000195c .000157c .000150c . 000117c .000117c .000117c 440 440c 553c 525c 220c 2S0c 507g 650 723c 573c 515C 555c 467c 617c 885 1053c 837c 795c 5
The elastic properties of concrete under bi-axial loading . 256 TTMTmUJMiT oxPxESSiilS . AHD UNIT DEF0rj-.:ATI0:i3 , 2051 unixStress Gauge Line ± 2 s 4 5 6 r\ /> _ • 000030c .000070c .000185c . 000040c .000050c .000150c yt y1 A 177 c 233c 505c 147c 245 c 423c 660 293c 420c 720c 187 c 290c 640c 885 4S0c 663c 1045c 527c 470c 990c 10401035 683 c 750c 1S57C 4570 650c 11801330 1110c 1710c 2097c 915c 1050c 2525c UnitStress GaiJige Line 7 8 9 10 11 12 225 .000195c .000157c .000150c . 000117c .000117c .000117c 440 440c 553c 525c 220c 2S0c 507g 650 723c 573c 515C 555c 467c 617c 885 1053c 837c 795c 570c 707c 867 c 10401085 1563c 1257c 1057 c 857c lOSOc 1207 c 11801330 2763c 2083c 1550c 1215c 1505c 1977c c denotes compression • 1. S T TUT -V r-n UNIT STHEGSLS AIID UITIT DE70H:IATI0IT3 , 2051 Unit Gauge Line 13 14 15 16 18 19 225 .000223c .000147c . 000103c .000040c .000083c .000080c 440 447c 227 c 200c 207c 167 c .240c 660 703c 423c 353c 417c 3l3c 280c 885 1073c 773c 5€5c 690c 507c 423c 10401035 1440c 1010c 830c 1000c 783 c 527 c 1180 1917c 1180c 853c 1377 c 1010c 953c Unit Gause Line ExpansometerStress 20 Ann Cross 225 ,000037c . OOOOllt .00C042t 440 97 c o81 65t 650 143 c 61t lost 885 287 C 79t 209t 1085 367c 161t 370t 1330 6S3C 8421 695t c denotes compress ion, t denotes tension.
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
