| contributor author | Clinton O. Rex | |
| contributor author | W. Samuel Easterling | |
| date accessioned | 2017-05-08T20:57:42Z | |
| date available | 2017-05-08T20:57:42Z | |
| date copyright | July 2000 | |
| date issued | 2000 | |
| identifier other | %28asce%290733-9445%282000%29126%3A7%28764%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33422 | |
| description abstract | The load-deformation behavior of a reinforced composite slab is required to determine the moment-rotation behavior of a composite partially restrained connection. A component model that can be used to predict this load-deformation behavior is developed in this paper. The model is validated by comparing it to the results of four full-scale experimental tests that were designed to isolate the load-deformation behavior of the composite slab. Behavior models for reinforcing steel, concrete tension stiffening, and shear studs are presented or developed to provide the necessary tools to predict the composite slab load-deformation behavior. | |
| publisher | American Society of Civil Engineers | |
| title | Behavior and Modeling of Reinforced Composite Slab in Tension | |
| type | Journal Paper | |
| journal volume | 126 | |
| journal issue | 7 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2000)126:7(764) | |
| tree | Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 007 | |
| contenttype | Fulltext | |