Nonlinear Analysis of Behaviors of Steel-Concrete Composite Beams with Slipping

被引：0
|
作者：
Wang, Wei Feng [1 ]
Zheng, Guo Qing [1 ]
Huang, Bei Bei [1 ]
机构：
[1] S China Univ Technol, Sch Civil Engn & Transportat, Guangzhou 510640, Peoples R China
来源：
VIBRATION, STRUCTURAL ENGINEERING AND MEASUREMENT I, PTS 1-3 | 2012年 / 105-107卷
关键词：
Steel-Concrete Composite Beam; Submodel; Nonlinear Analysis; Finite Element; Creep;
D O I：
10.4028/www.scientific.net/AMM.105-107.1187
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper has the background of JiuJiang bridge recover engineering, and uses the approach that combining submodel method with finite element method to establish the simplified model of the whole steel-concrete composite beam bridge without considering slipping and the refinde model of the typical section with considering slipping. The distribution of slipping of steel-concrete composite beam under the condition of operation is researched. In addition, the deflection as well the stress of typical section between the two kinds of models is contrasted and analyzed. Based on these researches, this article uses the Midas Civil to study the creep effect of steel-concrete composite beam cable-stayed bridge.
引用
收藏
页码：1187 / 1196
页数：10
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