FINITE ELEMENT ANALYSIS ON LATERAL TORSIONAL BUCKLING BEHAVIOUR OF I-BEAM WITH WEB OPENING

Lateral torsional buckling may occur in an unrestrained beam. A beam is considered to be unrestrained when its compression flange is free to laterally rotate and laterally displace. In this paper, the finite element analysis is used to investigate the lateral torsional buckling behavior of I-beam...

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Bibliographic Details
Main Authors: Fatimah, Fadzli, Nor Salwani
Format: Article
Language:English
Published: Zibeline International 2017-11-01
Series:Engineering Heritage Journal
Subjects:
Online Access:https://zibelinepub.com/archives/2gwk2017/2gwk2017-19-22.pdf