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

Authors
Li, YW Zhang, WZ Zhou, QT Qi, XD Widera, GEO
Citation
Yw. Li et al., Buckling strength analysis of the web of a WCWH-beam: Part 2. Development and research on H-beams with wholly corrugated webs (WCW), J MATER PR, 101(1-3), 2000, pp. 115-118
Citations number
6
Categorie Soggetti
Material Science & Engineering
Journal title
JOURNAL OF MATERIALS PROCESSING TECHNOLOGY
ISSN journal
09240136 → ACNP
Volume
101
Issue
1-3
Year of publication
2000
Pages
115 - 118
Database
ISI
SICI code
0924-0136(20000414)101:1-3<115:BSAOTW>2.0.ZU;2-Q
Abstract
The ability of a wholly corrugated web (WCW) H-beam to resist buckling is s tudied quantitatively on the basis of an analysis method, a calculation equ ation about this ability being derived in the paper. The results of the cal culation show good agreement with those of experiment. The theoretical anal ysis is important to the manufacturing of the WCW H-beam and improving its service performance. (C) 2000 Elsevier Science S.A. All rights reserved.