轻钢结构设计中腹板屈曲后强度应用的探讨  

Discussion on the application of web post-buckling strength in the design of light-weight steel structure

作　　者：贾连光[1] 许峰[1] 许伟[1] 刘永健[1] 

机构地区：[1]沈阳建筑工程学院土木工程学院,辽宁沈阳110168

出　　处：《沈阳建筑工程学院学报（自然科学版）》2003年第4期283-285,共3页Journal of Shenyang Architectural and Civil Engineering University(Nature Science)

基　　金：建设部科技攻关课题(2002)

摘　　要：介绍了轻钢结构在我国的形成与发展,对目前国内外的研究成果及不足之处作了总结.阐述了我国现有的设计规范、标准对构件利用屈曲后强度设计方法的规定,指出了由于缺乏对轻钢结构设计方面,尤其对轻钢结构利用腹板屈曲后强度构件,对整体结构稳定及变形影响的规定而引发的不利之处.提出了应建立考虑材料非线性和几何非线性的理论分析与计算方法.With lightweight steel structure gradually becoming one of the main structure types in steel structure buildings, the problem of how to make use of postbuckling strength got more and more attention. In this paper, the formation and development of lightweight steel structure at home and abroad are detailed; domestic and overseas research results and deficiencies are summarized. Current code demands about the method of taking advantage of postbuckling strength are clarified and the disadvantages caused by lack of utilization of the effect of postbuckling strength on the whole structural stability and deformation are pointed out. Accordingly, several problems which are to be solved in the development of civil lightweight steel structure are put forward besides the questions mentioned.

关 键 词：轻钢结构 腹板屈曲 屈曲后强度 节点域 

分 类 号：TU329.5[建筑科学—结构工程]