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Q460高强钢单调与反复加载性能试验研究

孙飞飞 谢黎明 崔嵬 李国强 陈素文 王彦博

建筑结构学报2013,Vol.34Issue(1):30-35,6.
建筑结构学报2013,Vol.34Issue(1):30-35,6.

Q460高强钢单调与反复加载性能试验研究

Experimental study on material properties of Q460 high strength steel under monotonic and cyclic loading

孙飞飞 1谢黎明 2崔嵬 2李国强 1陈素文 1王彦博2

作者信息

  • 1. 同济大学土木工程防灾国家重点实验室,上海200092
  • 2. 同济大学土木工程学院,上海200092
  • 折叠

摘要

Abstract

By experimental study on the material properties of Q460 HSS under both monotonic and cyclic loading, Monotonie compressive loading and hysteretic curves of Q460 steel were obtained. The cyclic skeleton curves were compared with the existing research work. Results of the test show that, under monotonie loading, the average elongation rate of Q460C HSS plate with the thickness 11mm is 23. 7% , and the average yield to tensile strength ratio is 0. 847, while the average elongation rate of Q460 HSS plate with the thickness 21mm is 30. 4% , and the average yield to tensile strength ratio is 0. 792. The cyclic hardening property of Q345 is more obvious than that of Q460, since the increase of the strength of steel results in increased yield ratio while reduced strain hardening effect. By the hysteresis curve of Q460 obtained under cyclic loading, the stress-strain hysteresis model of Q460 HSS was proposed, which matched very well with experimental curves.

关键词

Q460高强钢/材料性能/拉伸试验/反复加载/滞回模型

Key words

Q460 high strength steel/ material property/ tensile test/ cyclic loading/ hysteretic model

分类

建筑与水利

引用本文复制引用

孙飞飞,谢黎明,崔嵬,李国强,陈素文,王彦博..Q460高强钢单调与反复加载性能试验研究[J].建筑结构学报,2013,34(1):30-35,6.

基金项目

国家自然科学基金项目(90815029). (90815029)

建筑结构学报

OA北大核心CSCDCSTPCD

1000-6869

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