Structural testing and numerical modelling of T-joints between cold-formed S690 circular hollow sections under brace in-plane bending
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference41 articles.
1. Mechanical properties of high strength S690 steel welded sections through tensile tests on heat-treated coupons;Ho;J Constr Steel Res,2020
2. Experimental evidence on structural adequacy of high strength S690 steel welded joints with different heat input energy;Chung;Eng Struct,2020
3. Hysteretic behaviour of tubular joints under cyclic loading;Wang;J Constr Steel Res,2007
4. Vierendeel joints in the circular hollow sections of high strength steel subjected to brace moment and chord compressive loadings;Kim;Int J Steel Struct,2012
5. Moment-rotation behaviour of welded tubular high strength steel T joint;Havula;Eng Struct,2018
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1. Structural Behaviour of FRP-Reinforced Tubular T-Joint Subjected to Combined In-Plane Bending and Axial Load;Buildings;2024-02-02
2. Advanced numerical simulations on S690 cold-formed square hollow sections under compression;Journal of Constructional Steel Research;2024-01
3. Tube wall deformation behaviour of tensile-loaded blind-bolted connections in octagonal hollow section tubes;Thin-Walled Structures;2023-03
4. Experimental Analysis of Steel Circular Hollow Section under Bending Loads: Comprehensive Study of Mechanical Performance;Materials;2022-06-20
5. Evaluation and Prediction of the Bending Behavior of Circular Hollow Steel Tube Sections Using Finite Element Analysis;Materials;2022-05-31
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