Nonlinear Finite Element Analysis of Continuous Steel-Concrete Composite Beams

被引：1

作者：

Xiao, Liangli ^{[1
]}

Pan, Mingyang ^{[2
]}

Han, Jian Wei ^{[3
]}

机构：

[1] Wuhan Univ Sci & Technol, Wuhan 430070, Peoples R China

[2] Third construct Co Ltd, China Construct Engn Bur 3, Wuhan 430070, Peoples R China

[3] Wuhan Univ Sci & Technol, Sch civil Engn & Architecture, Wuhan 430070, Peoples R China

来源：

PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING III, PT 1 | 2014年 / 638-640卷

关键词：

Steel-concrete beam; Crack analysis; Modal analysis; Finite element analysis; Ultimate bearing capacity;

D O I：

10.4028/www.scientific.net/AMM.638-640.159

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

According to the experimental data of steel beam for Honglu steel company continuous combination, a newer finite element model is presented. The model takes into account the effect by linear material, slip between concrete and steel beam and prestress as well. Five samples of steel-concrete composite beam are calculated with the model. and the stress, strain, crack propagation of nonlinear numerical simulation analysis is carried out, then the continuous composite cross in the load deflection curve of beams is obtained. As the calculation and analysis show that, the results of numerical analysis and experimental data are consistent with the analysis model. And the model is reasonable and effective. This study provides the basis for the application of continuous steel-concrete composite beams.

引用

页码：159 / +

页数：2

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