Shear Flow Zone in Torsion of Reinforced ConcreteSource: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 011Author:Thomas T. C. Hsu
DOI: 10.1061/(ASCE)0733-9445(1990)116:11(3206)Publisher: American Society of Civil Engineers
Abstract: Rausch's classical formula overestimates the torsional strength of reinforced concrete members to an unacceptable degree. The error is traced to the incorrect determination of the centerline of the circulating shear flow. The position of the centerline of shear flow is directly related to the thickness of the shear flow zone
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| contributor author | Thomas T. C. Hsu | |
| date accessioned | 2017-05-08T20:53:34Z | |
| date available | 2017-05-08T20:53:34Z | |
| date copyright | November 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9445%281990%29116%3A11%283206%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30747 | |
| description abstract | Rausch's classical formula overestimates the torsional strength of reinforced concrete members to an unacceptable degree. The error is traced to the incorrect determination of the centerline of the circulating shear flow. The position of the centerline of shear flow is directly related to the thickness of the shear flow zone | |
| publisher | American Society of Civil Engineers | |
| title | Shear Flow Zone in Torsion of Reinforced Concrete | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 11 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1990)116:11(3206) | |
| tree | Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 011 | |
| contenttype | Fulltext |