The Finite Element Analysis of RC Energy Absorption Columns Based on ABAQUS Software

被引：1

作者：

Ma, Hua ^{[1
]}

Wang, Honghuan ^{[1
]}

Li, Zhenbao ^{[1
]}

Sun, Xinyu ^{[1
]}

Zhang, Xuewei ^{[1
]}

机构：

[1] Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China

来源：

ADVANCED BUILDING MATERIALS AND SUSTAINABLE ARCHITECTURE, PTS 1-4 | 2012年 / 174-177卷

关键词：

Concrete Damage Plasticity Model; ABAQUS; Damage Parameter; Finite Element;

D O I：

10.4028/www.scientific.net/AMM.174-177.2122

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this paper, the analysis work is conducted for simulating the experimental study on the energy absorption columns performed previously. The software ABAQUS is used for fulfillment of the research. The concrete damage plasticity model is adopted for the calculation of the macro-synthetic fiber-reinforced concrete material used in the columns. The viscosity coefficient and the damage factore of concrete are discussed, and the results analyzed agree with experimented.

引用

页码：2122 / 2125

页数：4