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钢结构受弯构件塑性利用中的过度塑性变形问题
引用本文:梁远森,徐建设,王步,李颖清. 钢结构受弯构件塑性利用中的过度塑性变形问题[J]. 四川建筑科学研究, 2003, 29(1): 4-6
作者姓名:梁远森  徐建设  王步  李颖清
作者单位:1. 同济大学建筑工程系,上海,200092
2. 郑州市建委,河南,郑州,450052
基金项目:郑州市科研攻关项目资助(9901253)
摘    要:在钢结构受弯构件设计中,构件塑性性能的不适度利用很容易导致过度变形,这是一个很值得重视的问题,文中针对钢结构常用的工型截面梁进行了分析,从理论上阐明了这一问题,并通过计算数据验证了所提出的观点,最后,给出了解决这一问题的几种方法及建议。

关 键 词:工型截面梁 受弯构件 挠度 钢结构 受弯构件 塑性
文章编号:1008-1933(2003)01-0004-03
修稿时间:2001-11-16

The problem of plastic over-deformation on the use of the plastic behavior of the flexural member in steel structure
LIANG Yuan sen ,XU Jian she ,WANG Bu ,LI Ying qing. The problem of plastic over-deformation on the use of the plastic behavior of the flexural member in steel structure[J]. Building Science Research of Sichuan, 2003, 29(1): 4-6
Authors:LIANG Yuan sen   XU Jian she   WANG Bu   LI Ying qing
Affiliation:LIANG Yuan sen 1,XU Jian she 1,WANG Bu 1,LI Ying qing 2
Abstract:While a design for flexural members in steel structure is in progress,the over use of the plastic behavior of the steel member may cause the problem of over deformation,which is a problem deserve regard.By the analysis of the beam with usual I shaped section,the real cause of the problem is revealed,further more,data validate the view which is proposed in this paper.And several measures for the settlement of this problem are given at last.
Keywords:flexural member  the use of the plastic behavior  deflection
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