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Report on Torsion in Structural Concrete

contributor authorACI - American Concrete Institute
date accessioned2017-09-04T16:38:41Z
date available2017-09-04T16:38:41Z
date copyright01/01/2012
date issued2012
identifier otherVJBNDFAAAAAAAAAA.pdf
identifier urihttp://yse.yabesh.ir/std/handle/yse/102284
description abstractTheories presented in this report were developed and verified for building members of typical size. For application to largescale members, size effects should be considered. They could present a serious safety issue when using the shear strength equations provided in the design standard, which cannot take into account the shear strength reduction in large-scale members caused by loss of aggregate interlock behavior. Experimental information on large-scale torsional members is lacking.
languageEnglish
titleACI 445.1Rnum
titleReport on Torsion in Structural Concreteen
typestandard
page96
statusActive
treeACI - American Concrete Institute:;2012
contenttypefulltext


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