In-Plane Interactive Buckling of High Strength Steel Welded Wide Web I-Section Beam-Columns
A numerical investigation on the overall-local interactive buckling performance of high strength steel (HSS) wide web I-section members was conducted using finite element (FE) models verified against experimental data. The effect of overall slenderness, the height-thickness ratio of the web hw/tw, a...
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Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
Wiley
2022-01-01
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Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2022/7219975 |
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