Numerical Study on Elastic Buckling Behavior of Diagonally Stiffened Steel Plate Walls under Combined Shear and Non-Uniform Compression

Numerical Study on Elastic Buckling Behavior of Diagonally Stiffened Steel Plate Walls under Combined Shear and Non-Uniform Compression

Unstiffened steel plate walls (SPWs) are prone to buckling in practical engineering and will invariably be subjected to vertical loads. The use of stiffeners can improve the buckling behavior of thin plates. Considering the effect of the torsional stiffness of C-shaped stiffeners, the elastic buckli...

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Bibliographic Details
Main Authors: Yuqing Yang, Zaigen Mu, Boli Zhu
Format: Article
Language:English
Published: MDPI AG 2022-03-01
Series:Metals
Subjects:
steel plate wall
diagonal stiffener
torsional stiffness
elastic buckling
threshold stiffness
Online Access:https://www.mdpi.com/2075-4701/12/4/600

Internet

https://www.mdpi.com/2075-4701/12/4/600

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