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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, Published 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.
National Category
Building Technologies
Research subject
Steel Structures
Identifiers
URN: urn:nbn:se:ltu:diva-37958Local ID: c2b36500-321d-11dd-b113-000ea68e967bOAI: oai:DiVA.org:ltu-37958DiVA: diva2:1011457
Conference
Stainless Steel in Structures : International Experts Seminar 20/05/2003 - 20/05/2003
Note
Godkänd; 2003; 20080604 (ysko)Available from: 2016-10-03 Created: 2016-10-03 Last updated: 2017-11-25Bibliographically approved

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Gozzi, Jonas
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CiteExportLink to record
Permanent link

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Cite
Citation style
  • apa
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf