The elastic properties of concrete under bi-axial loading . 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 i
The elastic properties of concrete under bi-axial loading . 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
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
