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ACI 445.1R
Report on Torsion in Structural Concrete
Organization:
ACI - American Concrete Institute
Year: 2012
Abstract: Theories 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.
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| contributor author | ACI - American Concrete Institute | |
| date accessioned | 2017-09-04T16:38:41Z | |
| date available | 2017-09-04T16:38:41Z | |
| date copyright | 01/01/2012 | |
| date issued | 2012 | |
| identifier other | VJBNDFAAAAAAAAAA.pdf | |
| identifier uri | http://yse.yabesh.ir/std/handle/yse/102284 | |
| description abstract | Theories 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. | |
| language | English | |
| title | ACI 445.1R | num |
| title | Report on Torsion in Structural Concrete | en |
| type | standard | |
| page | 96 | |
| status | Active | |
| tree | ACI - American Concrete Institute:;2012 | |
| contenttype | fulltext |