Numerical modelling of stainless steel bolted T-stubs in tension-Reference-Cited by-同舟云学术

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Numerical modelling of stainless steel bolted T-stubs in tension

Published:2022-08 Issue: Volume:177 Page:109432
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Yapici Orhan^ORCID,Theofanous Marios^ORCID,Afshan Sheida,Yuan Huanxin,Dirar Samir

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference45 articles.

1. Eurocode 3: Design of steel structures - Part 1-8: Design of joints;EN 1993-1-8:2005/AC,2009

2. A design method for the tension side of statically loaded, bolted beam-to-column connections;Zoetemeijer;HERON,1974

3. A limit state design method for the tension region of bolted beam–column connections;Packer;Struct. Eng.,1977

4. Moment-rotation curves for bolted connections;Yee;J. Struct. Eng.-Asce,1986

5. Reliability of Eurocode-3 Procedures for Predicting Beam-To-Column Joint Behaviour;Faella,1995

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2. Nonlinear analysis on mechanical behaviour of high strength steel extended endplate connections and equivalent T-stubs in fire considering axial force;Case Studies in Construction Materials;2023-12

3. Advanced finite element modelling of stainless steel bolted T-stubs under large deformations;Structures;2023-12

4. Damage Evaluation of T-Stub Connected to Hollow Section Column Using Blind Bolts under Tension;Buildings;2023-10-15

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