2022
DOI: 10.1002/stco.202100030
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The strain limit state criterion for hollow section joints

Abstract: This paper focuses on discussions about establishing the design resistance of hollow section joints, which have now been ongoing for 30 years. The question arose once physical experiments could be replaced by numerical tests and was temporarily solved by agreement on a displacement limit within the IIW. With the advent of design using finite element (FE) solutions and the use of high-strength steels, this question is being raised once more. Many design guides and standards with considerable international conse… Show more

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Cited by 8 publications
(1 citation statement)
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“…This failure load definition is included in the CIDECT recommendations (Packer et al (2001)) for Ultimate Limit States (ULS). Nevertheless, it should be pointed out that recent studies carried out by Kožich et al (2022) suggest that using a failure criterion based on maximum principal strains might predict the resistance of welded joints between RHS members more appropriately.…”
Section: Behaviour Of Welded Rhs Joints In Bendingmentioning
confidence: 99%
“…This failure load definition is included in the CIDECT recommendations (Packer et al (2001)) for Ultimate Limit States (ULS). Nevertheless, it should be pointed out that recent studies carried out by Kožich et al (2022) suggest that using a failure criterion based on maximum principal strains might predict the resistance of welded joints between RHS members more appropriately.…”
Section: Behaviour Of Welded Rhs Joints In Bendingmentioning
confidence: 99%