Behavior and modeling of reinforced composite slab in tension

被引：19
|
作者：
Rex, CO
Easterling, WS
机构：
[1] Stanley D Lindsey & Assoc, Atlanta, GA 30339 USA
[2] Virginia Polytech Inst & State Univ, Dept Civil & Environm Engn, Blacksburg, VA 24061 USA
来源：
JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 2000年 / 126卷 / 07期
关键词：
D O I：
10.1061/(ASCE)0733-9445(2000)126:7(764)
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
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.
引用
收藏
页码：764 / 771
页数：8
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