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Stainless steel: plasticity and constitutive modelling
2003 (English)In: Stainless Steel in Structures: International Experts Seminar 20th May 2003, Ascot, UK. Proceedings, 2003, 115-122 p.Conference paper (Refereed)
Abstract [en]

This paper presents a constitutive model proposed for stainless steel. The model is a two surface model utilizing the concept of fuzzy sets. An experimental investigation has been performed on two differentstainless steel grades as a reference to the model. The tests were performed with a procedure containing load reversal. Each specimen was initially loaded in one direction of the principal stress plane followed by unloading and subsequent loading in a new direction. The model is relatively simple but still depicts the effects of observed phenomena such as the Bauschinger effect. Hence the qualitative response to subsequent loadings can be described with the model. The proposed model has been implemented into the finite element package ABAQUS. Comparisons between test results and the response predicted utilizing the model are presented in this paper.

Place, publisher, year, edition, pages
2003. 115-122 p.
Research subject
Steel Structures
URN: urn:nbn:se:ltu:diva-37958Local ID: c2b36500-321d-11dd-b113-000ea68e967bOAI: diva2:1011457
Stainless Steel in Structures : International Experts Seminar 20/05/2003 - 20/05/2003
Godkänd; 2003; 20080604 (ysko)Available from: 2016-10-03 Created: 2016-10-03Bibliographically approved

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Gozzi, Jonas

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