The elastic properties of concrete under bi-axial loading . 287 UlTIT AlIL UlTIT , 2003 Gaijjce Line 13 14 15 16 17 18 19 .000007t .000027t .0000G7C .000103c .000127c .000093c .000240c 231 20t 47 c 3S0c 267c 313c 420c 451 sot 47 c 567c 470c 523c 543c 37t 153t 131 757c 667 c 777c 683c 00 1431 73t 770c 653c 807c 660c Gau^e Line 20 21 22 23 24 (21; .000223c .000443c .000200c .00021SC .000223c ( .000163c 290c 607c 473c 447c 473c 527 c 547 c 707c 673c 723c 640c 427c 717c 8570 983 c 1013c 990c 577 c 600c 857c 1067c 112SC 1017c 577 c ; c denotes compression,t denotes UlTIT ST
The elastic properties of concrete under bi-axial loading . 287 UlTIT AlIL UlTIT , 2003 Gaijjce Line 13 14 15 16 17 18 19 .000007t .000027t .0000G7C .000103c .000127c .000093c .000240c 231 20t 47 c 3S0c 267c 313c 420c 451 sot 47 c 567c 470c 523c 543c 37t 153t 131 757c 667 c 777c 683c 00 1431 73t 770c 653c 807c 660c Gau^e Line 20 21 22 23 24 (21; .000223c .000443c .000200c .00021SC .000223c ( .000163c 290c 607c 473c 447c 473c 527 c 547 c 707c 673c 723c 640c 427c 717c 8570 983 c 1013c 990c 577 c 600c 857c 1067c 112SC 1017c 577 c ; c denotes compression,t denotes UlTIT STRSGSSS /JID UlilT DIiIPORIvIATIOITS, 2003 Gauge Line 31 32 33 34 36 37 38 0002531 .000197t .000283t .000097t .oooisot .oooioot .oooioot 390t 380t 430t 293t. 1871 2771 517t 550t 607t 3971 473t 337t 4371 5671 6831 807t 573t 650t 5331 573t 7401 6401 8l3t 4771 670t 8971 8871 t denotes tension.
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
