Elastic coupled local buckling strength of I‐shaped steel member in uniform bending

Elastic coupled local buckling strength of I‐shaped steel member in uniform bending

Abstract This research aims to theoretically derive a closed‐form evaluation formula for the coupled local buckling strength of I‐shaped steel members under uniform bending. Power trigonometric functions are used to devise a particular displacement function. Because the function is fast‐converging c...

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Bibliographic Details
Main Authors: Kazuya Mitsui, Ryohei Kuwada
Format: Article
Language:English
Published: Wiley 2023-01-01
Series:Japan Architectural Review
Subjects:
I‐shaped steel member
elastic local buckling
coupled buckling
element interaction
energy method
displacement function
Online Access:https://doi.org/10.1002/2475-8876.12355

Internet

https://doi.org/10.1002/2475-8876.12355

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