高强度钢材焊接H形构件受力性能的试验研究

周锋; 陈以一; 童乐为; 吴旗; 潘春宇

doi:10.13204/j.gyjz201201006

高强度钢材焊接H形构件受力性能的试验研究

doi: 10.13204/j.gyjz201201006

周锋^1,2,
陈以一^1,2,
童乐为^1,2,
吴旗¹,
潘春宇¹

1.
1. 同济大学土木工程防灾国家重点实验室,上海 200092;
2.
2. 同济大学建筑工程系,上海 200092

基金项目:

科技部国家重点实验室基础研究项目(SLDRCE08-A-04);国家863计划项目(2007AA03Z505)

详细信息

作者简介:
周锋，男，1976年出生，博士。E－mail:zhoufeng@tongji.edu.cn

计量
- 文章访问数: 142
- HTML全文浏览量: 16
- PDF下载量: 104
- 被引次数: 0
出版历程
- 收稿日期: 2011-06-25
- 刊出日期: 2012-01-20

EXPERIMENTAL INVESTIGATION ON MECHANICAL BEHAVIOR OF HIGHSTRENGTH STEEL WELDED H-SECTION MEMBERS

1.
1. State Key Laboratory of Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;
2.
2. Department of Building Engineering,Tongji University,Shanghai 200092,China

摘要

摘要: 对高强度Q460钢材应用于高层和大跨度建筑的结构性能进行试验研究。首先对3根焊接H形柱进行试验,试验结果与国家规范设计值的对比表明,将Q460钢焊接H形柱划分为c类截面验算绕弱轴的整体稳定性是偏于安全的,但是划分为b类截面的安全性还需要补充数据并进行可靠度方面的分析。同时还对4根焊接H形构件进行拟静力反复加载试验。试验结果表明,高强度Q460钢构件在轴压和反复弯曲作用下,具有较好的延性和一定的耗能能力。
- 轴心受压试验 /
- 反复加载试验 /
- 高强度钢材 /
- 滞回性能 /
- 整体稳定 /
- 焊接H形钢柱
Abstract: It was presented an experimental investigation on structural behaviour of welded H-sections fabricated from high-strength steel sheet with a nominal yield stress of 460 MPa.A total of six tests were performed on high-strength welded H-sections subjected to axial compression force.The comparison of the test results with the design strengths calculated using the Chinese Code for steel structures showed that the long column design strengths predicted using the curve c specified in the Chinese Code were conservative,while the reliability of the design strengths predicted using the curve b needed to be assessed using reliability analysis.Furthermore,a total of four cyclic loading tests were conducted to study the hysteretic behavior of high-strength welded H-section beam-columns.The test result showed that the Q460 steel welded H-section beam-columns possed good ductility and a certain degree of energy dissipation capacities.
- axial compression tests /
- cyclic loading tests /
- high-strength steel /
- hysteretic behaviour /
- overall stability /
- steel welded H-section column