Buckling strength analysis of the web of a WCWH-beam: Part 2. Development and research on H-beams with wholly corrugated webs (WCW)

被引：29

作者：

Li, YW

Zhang, WZ ^{[1
]}

Zhou, QT

Qi, XD

Widera, GEO

机构：

[1] Yanshan Univ, Dept Mech Engn, Qinhuangdao 066004, Hebei, Peoples R China

[2] Marquette Univ, Dept Mech Engn, Milwaukee, WI 53233 USA

来源：

JOURNAL OF MATERIALS PROCESSING TECHNOLOGY | 2000年 / 101卷 / 1-3期

关键词：

wholly corrugated web; H-beam; buckling strength analysis;

D O I：

10.1016/S0924-0136(00)00463-5

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

The ability of a wholly corrugated web (WCW) H-beam to resist buckling is studied quantitatively on the basis of an analysis method, a calculation equation about this ability being derived in the paper. The results of the calculation show good agreement with those of experiment. The theoretical analysis is important to the manufacturing of the WCW H-beam and improving its service performance. (C) 2000 Elsevier Science S.A. All rights reserved.

引用

页码：115 / 118

页数：4