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冷弯薄壁型钢梁的滞回性能非线性有限元分析
引用本文:谢兆平.冷弯薄壁型钢梁的滞回性能非线性有限元分析[J].莆田学院学报,2009,16(5):72-77.
作者姓名:谢兆平
作者单位:莆田学院土木建筑工程学系,福建,莆田,351100
摘    要:在确定冷弯薄壁型简支钢梁应力-应变模型的基础上,采用有限元软件ANSYS对冷弯薄壁型简支钢梁荷载-位移关系进行非线性有限元计算分析。对冷弯薄壁型简支钢梁荷载-位移关系骨架线、弯矩-曲率关系骨架线进行比较分析,主要比较了跨高比、宽厚比对其的影响。

关 键 词:滞回性能  荷载-位移滞回曲线  弯矩-曲率滞回曲线  冷弯薄壁型钢梁  反复荷载

A Nonlinear Fininite Element Analysis on the Hysteretic Behavior of Thin-Walled Cold-Formed Steel Beams
XIE Zhao-ping.A Nonlinear Fininite Element Analysis on the Hysteretic Behavior of Thin-Walled Cold-Formed Steel Beams[J].journal of putian university,2009,16(5):72-77.
Authors:XIE Zhao-ping
Abstract:On the base of thin-walled cold-formed steel stress-strain relationship,a nonlinear finite analysis is carried on the load versus displacement relation of thin-walled cold-formed steel simple beams by the program ANSYS.In addition,the parameters of load-displacement framework curve and moment-curvature framework curve of the thin-walled cold-formed steel simple beams were analysed on the research.And the effect of span-height and width-thickness on them is compared mainly.
Keywords:hysteretic behavior ductility  load versus displacement hysteretic curves  moment versus curvature hysteretic curves  cold-formed thin-walled steel tube beams  cyclically increased load
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