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高含钢率钢骨混凝土柱的滞回数值分析

秦浩 赵宪忠

结构工程师Issue(4):25-31,7.
结构工程师Issue(4):25-31,7.

高含钢率钢骨混凝土柱的滞回数值分析

Numerical Analysis of Composite Columns with High Steel Ratio under Cyclic Loading

秦浩 1赵宪忠1

作者信息

  • 1. 同济大学建筑工程系,上海 200092
  • 折叠

摘要

Abstract

SRC members with high steel ratio possess high load-carrying capacities and significant ductility, which is fully used in high-rise buildings and complex buildings.Finite element analysis is an effective method for investigating the performance of composite columns,but the results of numerical simulation do not agree with test results well,if the confinement of concrete,the damage of concrete and the cyclic hardening of steel under cyclic loading are neglected.Considering the influence of the changes of material,this paper proposed an analysis model for numerical simulation of composite columns by ABAQUS,and the accuracy was verified by contrast between the result of numerical simulation and test.The influence of material changes on numerical analysis of composite columns under cyclic loading were also discussed.

关键词

钢骨混凝土/高含钢率/材料本构/反复荷载/ABAQUS

Key words

SRC/high steel ratio/material property/cyclic loading/ABAQUS

引用本文复制引用

秦浩,赵宪忠..高含钢率钢骨混凝土柱的滞回数值分析[J].结构工程师,2014,(4):25-31,7.

结构工程师

OA北大核心CSTPCD

1005-0159

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