Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/28354
Title: Elasto-plastic analysis of box-beam-columns including local buckling effects
Authors: Chan, SL 
Kitipornchai, S
Al-Bermani, FGA
Issue Date: 1991
Publisher: American Society of Civil Engineers
Source: Journal of structural engineering, 1991, v. 117, no. 7, p. 1946-1962 How to cite?
Journal: Journal of structural engineering 
Abstract: A nonlinear finite element procedure for the pre- and postbuckling analysis of thin-walled box-section beam-columns is presented. The influence of local plate buckling upon the overall ultimate buckling behavior of the member is incorporated in the analysis by adopting a set of modified-stress-versus-strain curves for axially loaded plates. Factors such as residual stresses, associated with hot-rolled and cold-formed sections, and initial geometrical imperfections are accounted for in the analysis. A number of examples are presented to demonstrate the accuracy and efficiency of the method.
URI: http://hdl.handle.net/10397/28354
ISSN: 0733-9445
EISSN: 1943-541X
DOI: 10.1061/(ASCE)0733-9445(1991)117:7(1946)
Appears in Collections:Journal/Magazine Article

Access
View full-text via PolyU eLinks SFX Query
Show full item record

SCOPUSTM   
Citations

19
Last Week
0
Last month
0
Citations as of Oct 8, 2017

WEB OF SCIENCETM
Citations

13
Last Week
0
Last month
0
Citations as of Oct 15, 2017

Page view(s)

45
Last Week
2
Last month
Checked on Oct 15, 2017

Google ScholarTM

Check

Altmetric



Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.