Elastic Local Buckling and Width-to-Thickness Limits of I-Beams Incorporating Flange–Web Interactions

Elastic Local Buckling and Width-to-Thickness Limits of I-Beams Incorporating Flange–Web Interactions

The local buckling of I-section beams is investigated with the flange–web interactions taken into account. Using numerical results employing the finite element method and a semi-analytical method, the flange–web interactions of I-sections and their effects on the buckling stresses are explored and d...

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Bibliographic Details
Main Authors: Lei Zhang, Qianjing Zhang, Genshu Tong, Qunhong Zhu
Format: Article
Language:English
Published: MDPI AG 2024-01-01
Series:Buildings
Subjects:
local buckling
I-section
flange–web interaction
bending
width-to-thickness ratio
Online Access:https://www.mdpi.com/2075-5309/14/2/347

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