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...
Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
Zibeline International
2017-11-01
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Series: | Engineering Heritage Journal |
Subjects: | |
Online Access: | https://zibelinepub.com/archives/2gwk2017/2gwk2017-19-22.pdf |