Buckling Behavior of Non-Retrofitted and FRP-Retrofitted Steel CHS T-Joints

Buckling Behavior of Non-Retrofitted and FRP-Retrofitted Steel CHS T-Joints

This paper aims to investigate the buckling behavior of circular hollow section (CHS) T-joints in retrofitted and non-retrofitted states under axial brace compressive loading. For this purpose, two types of analysis are carried out. The first one is evaluating the critical buckling load in various t...

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Bibliographic Details
Main Authors: Amin Yazdi, Maria Rashidi, Mohammad Alembagheri, Bijan Samali
Format: Article
Language:English
Published: MDPI AG 2021-03-01
Series:Applied Sciences
Subjects:
CHS T-joints
buckling mode
FRP retrofit
critical buckling load
axial compression
Online Access:https://www.mdpi.com/2076-3417/11/7/3098

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