Numerical study of hybrid tubular K-joints with circular braces and square chord in stainless steel-Reference-Cited by-同舟云学术

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Numerical study of hybrid tubular K-joints with circular braces and square chord in stainless steel

Published:2019-12 Issue: Volume:145 Page:106390
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Feng Ran,Lin Junwu

Funder

National Natural Science Foundation of China

Natural Science Foundation of Guangdong Province

State Key Laboratory of Subtropical Building Science

South China University of Technology

Shenzhen University

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference27 articles.

1. Crack modeling in FE analysis of circular tubular joints;Cao;Eng. Fract. Mech.,1998

2. Strength, stress and fracture analyses of offshore tubular joints using finite elements;Lee;J. Constr. Steel Res.,1999

3. Ultimate capacity of completely overlapped tubular joints: I. An experimental investigation;Fung;J. Constr. Steel Res.,2001

4. Ultimate capacity of completely overlapped tubular joints. II: behavioural study;Fung;J. Constr. Steel Res.,2001

5. Evaluation of geometrical effect on stress distribution for tubular T-joints under axial load;Shao;Int. J. Space Struct.,2006

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3. Fracture analyses of bonded tubular FRP composite K-joints with braces subjected to balanced axial load;Journal of the Brazilian Society of Mechanical Sciences and Engineering;2022-05-27

4. Design of stainless steel gapped K-joints in cold-formed square hollow sections;Journal of Constructional Steel Research;2022-03

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