Parametric study on structural behavior of tubular K-joints under axial loading at fire-induced elevated temperatures
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference38 articles.
1. Structural behavior of CHS T-joints subjected to brace axial compression in fire condition;Tan;J. Struct. Eng.,2013
2. Ultimate capacity of completely overlapped tubular joints I. An experimental investigation;Fung;J. Constr. Steel Res.,2001
3. Failure mechanisms of tubular CHS joints with complete overlap of braces;Gho;Thin-Walled Struct.,2006
4. Local bulking of braces in tubular K-joints;Kurobane;Thin-Walled Struct.,1986
5. Static strength of doubler plate reinforced CHS X-joints loaded by in-plane bending;Choo;J. Constr. Steel Res.,2004
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1. Critical failure temperature prediction of axially loaded circular hollow section K-joints;Journal of Constructional Steel Research;2024-05
2. Initial stiffness, ultimate capacity and failure mechanisms of tubular X-joints with external ring or plates at fire conditions;Ships and Offshore Structures;2024-02-19
3. Influence of Internal Pressure on Hollow Section Steel Members in Fire;Applied Sciences;2023-12-23
4. Static Strength of Tubular K-Joints Reinforced with Outer Plates under Axial Loads at Ambient and Fire Conditions;Metals;2023-11-06
5. Numerical analysis and design of cold-formed high strength steel RHS X-joints at elevated temperatures;Journal of Constructional Steel Research;2023-11
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