Interactive Buckling of Steel LC-Beams Under Bending
The present paper deals with the interactive buckling of thin-walled lipped channel (LC) beams under the bending moment in the web plane when the shear lag phenomenon and distortional deformations are taken into account. A plate model (2D) was adopted for LC beams. The structures were assumed to be...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
MDPI AG
2019-05-01
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Series: | Materials |
Subjects: | |
Online Access: | https://www.mdpi.com/1996-1944/12/9/1440 |