Elastic Buckling of Prismatic Web Plate Under Shear with Simply Supported Boundary Conditions
This study aims to investigate the local elastic buckling behavior of simply-supported prismatic web plates under pure shear loading. Comprehensive finite element analysis is conducted to analyze the effects of various geometric parameters, such as tapering ratio, aspect ratio, and web slenderness,...
| Main Authors: | , , |
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| Format: | Journal Article |
| Published: |
MDPI AG
2023
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| Online Access: | http://hdl.handle.net/20.500.11937/93909 |