摘要
变截面H型钢构件是轻钢结构体系中经常采用的构件形式,探索其抗震性能必要而迫切。该文对7个楔形薄腹H型钢短柱进行了在恒定轴力下的拟静力试验,分析了其在反复水平荷载作用下的局部屈曲产生与发展过程,试验现象表明:局部屈曲是试件最终破坏的主要原因之一;根据试验结果绘制了试验试件的滞回曲线与骨架曲线,对比了腹板宽厚比、翼缘宽厚比、楔率等参数对骨架曲线的影响。基于ANSYS工作平台,建立了试验试件的数值分析模型,对试验试件进行了循环往复荷载作用下的全过程分析,分析中考虑了双重非线性、初始几何缺陷、残余应力等因素的影响。将数值计算结果与试验结果进行了对比分析,讨论了试件破坏形态、滞回曲线、最大承载力等方面的对比结果。分析结果表明:数值模拟能够较好地反映试件的试验结果。(4)数值计算获得的滞回曲线较试验获得滞回曲线饱满,在后继进行大规模循环荷载参数分析以提炼楔形H型钢压弯构件恢复力模型过程中应充分注意这一点。
Steel portal frames with tapered beams and （or） columns with thin web have been widely used, often suffered local buckling during static loadings and earthquake loadings. In order to investigate the seismic performance of H-section tapered columns, seven H-section steel short columns with various dimensions have been tested under a cyclic loading first. The local buckling and the damage phenomena of the specimens have been analyzed. From the test results, hysteretic curves, load-displacement sketch curves have been obtained and discussed. Based on ANSYS, the numerical analysis mode has been established and the whole process has been analyzed, in which the effects of local imperfections of the web, yielding, residual stress and large deflections are considered. According to the results from the numerical analysis and experiment, the failure mode, hysteretic curves and ultimate load have been discussed. It is found that the numerical analysis can generate comparable results to the experiment.
出处
《工程力学》
EI
CSCD
北大核心
2008年第6期146-152,158,共8页
Engineering Mechanics
基金
国家自然科学基金资助项目(50778019)
北京交通大学校基金资助项目(2005SM038)
关键词
楔形H型钢柱
滞回曲线
拟静力试验
局部屈曲
数值计算
tapered H-section steel column
hysteretic curve
quasi-static test
local buckling
numerical analysis
