Numerical Simulation of the Load-Deflection Curve of Layered Steel Fiber Reinforced Concrete Beam

被引：0

作者：

Wang Yudong ^{[1
]}

Fan Xiaochun ^{[1
]}

机构：

[1] Wuhan Univ Technol, Sch Civil Engn & Architecture, Wuhan 430070, Peoples R China

来源：

2009 THIRD INTERNATIONAL SYMPOSIUM ON INTELLIGENT INFORMATION TECHNOLOGY APPLICATION, VOL 3, PROCEEDINGS | 2009年

关键词：

Layered Steel Fiber Reinforced Concrete; load-deflection Curve; Numerical Simulation; Finite Element Method;

D O I：

10.1109/IITA.2009.139

中图分类号：

TP [自动化技术、计算机技术];

学科分类号：

0812 ;

摘要：

The finite element software ABAQUS is used to simulate numerically the relationship between the load and deflection of layered steel fiber reinforced concrete beam bended at three points. The result is very consistent with that of the relevant experiments, which shows that layered steel fiber reinforced concrete beam is not affected significantly in the elastic stage, but the ultimate bearing capacity of concrete beam improves greatly, and the bending failure mode of this concrete beam is different from the plain concrete beam with the property of ductile fracture.

引用

页码：104 / 107

页数：4