Direct Analysis of Prestressed Concrete MembersSource: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 012Author:A. S. Prasada Rao
DOI: 10.1061/(ASCE)0733-9445(1990)116:12(3432)Publisher: American Society of Civil Engineers
Abstract: Expressions for the direct computation of time‐dependent stress and strain in a fully prestressed concrete section with or without nonprestressed reinforcement are given. Linearization of the exponential expression of the relaxation loss reduction factor and the simultaneous use of equilibrium and compatibility equations leads to a compact
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| contributor author | A. S. Prasada Rao | |
| date accessioned | 2017-05-08T20:53:36Z | |
| date available | 2017-05-08T20:53:36Z | |
| date copyright | December 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9445%281990%29116%3A12%283432%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30764 | |
| description abstract | Expressions for the direct computation of time‐dependent stress and strain in a fully prestressed concrete section with or without nonprestressed reinforcement are given. Linearization of the exponential expression of the relaxation loss reduction factor and the simultaneous use of equilibrium and compatibility equations leads to a compact | |
| publisher | American Society of Civil Engineers | |
| title | Direct Analysis of Prestressed Concrete Members | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 12 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1990)116:12(3432) | |
| tree | Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 012 | |
| contenttype | Fulltext |