The elastic properties of concrete under bi-axial loading . 4 UNIT STRESSES Al^-D UNIT , 2071. Unit Line Stress 1 2 S 4 5 6 230 .000143c .000110c .000080c ,000045c .000070c .000025c 210 210c 170c 177 c 117c 123 c 95 c 445 323c 310c 287c 187c XO t C 665 513c te^ ( C ^oUC 353c 200c 870 693 c O J. / c tiy r C 420c 23o C 1080 923 c 863 r OOo c 650c 297c 1300 1163c 103SC 857c 370c 1420 1540c 1?8? r» 1023c 400c Garage Line 7 8 11 12 15 14 15 000007t .000027c .000113c .000085c .000103c .000107c .000100c 73c 67c ±1 f Q X^oC Ayuc 170c 180c 47 c 60c 290c 263c 320c 317c 277c 231 17 c 593c 3
The elastic properties of concrete under bi-axial loading . 4 UNIT STRESSES Al^-D UNIT , 2071. Unit Line Stress 1 2 S 4 5 6 230 .000143c .000110c .000080c ,000045c .000070c .000025c 210 210c 170c 177 c 117c 123 c 95 c 445 323c 310c 287c 187c XO t C 665 513c te^ ( C ^oUC 353c 200c 870 693 c O J. / c tiy r C 420c 23o C 1080 923 c 863 r OOo c 650c 297c 1300 1163c 103SC 857c 370c 1420 1540c 1?8? r» 1023c 400c Garage Line 7 8 11 12 15 14 15 000007t .000027c .000113c .000085c .000103c .000107c .000100c 73c 67c ±1 f Q X^oC Ayuc 170c 180c 47 c 60c 290c 263c 320c 317c 277c 231 17 c 593c 353c 395c 403 c 557c 70t 471 533c 467c 505c 550c 477c 190t 1671 750c 6S Oc 743c 677c 550c 307t 203t 907c 833 c 900c 907c 813c 530t 3631 1177 c 1050c 1120c 1020c 1005 c »c denot es coiapres sion, t denotes 218 mil STRESSES AIID UIIIT DEPOIilJATIOIIS, Gauge Line Expcmsometers Stress 17 18 Arm Cross 230 .000077t .000070t .000025t ,0000l7t 210 13t 171 271 19t 445 431 731 291 21t 665 not IBOt 35t 22t 870 165t 2271 50t 24t 1080 250t 317t 881 79t 1300 323t 430t ll2t 144t 1420 4671 5601 190t 2l9t t denotes tension.
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
