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Shear Behavior of Stainless Steel Girders with Corrugated Webs
Chalmers University of Technology, Sweden.
Chalmers University of Technology, Sweden.
RISE Research Institutes of Sweden, Materials and Production, Applied Mechanics.ORCID iD: 0000-0002-3481-1368
2022 (English)In: Proc. of Stainless Steel in Structures – Sixth International Experts Seminar, 2022Conference paper, Published paper (Refereed)
Abstract [en]

This paper reports experimental and finite element investigations conducted to assess the shear strength of corrugated web girders in stainless steel. The steel under consideration is LDX 2101. Four trapezoidal corrugated web girders were tested under shear. All tested girders reached the shear yield strength followed by strain hardening. An imperfection sensitivity study was done with the aid of finite element modelling. It was observed that an initial geometric imperfection based on the first eigen buckling mode with a maximum amplitude of the minimum dimension of the critical corrugation sub panel divided by 200, 𝑎max200⁄, leads to an ultimate shear strength greater than the shear yield strength and close to the test findings. It is concluded that EN 1993-1-5 shear design model for corrugated webs is conservative for stainless steel girders tested in the current study.

Place, publisher, year, edition, pages
2022.
Keywords [en]
Corrugated web girders, Stainless steel, Shear Strength.
National Category
Other Materials Engineering
Identifiers
URN: urn:nbn:se:ri:diva-60245OAI: oai:DiVA.org:ri-60245DiVA, id: diva2:1700913
Conference
Stainless Steel in Structures – Sixth International Experts Seminar. London, UK. 20-21 September 2022.
Available from: 2022-10-04 Created: 2022-10-04 Last updated: 2023-05-25Bibliographically approved

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Flansbjer, Mathias

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CiteExportLink to record
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Citation style
  • apa
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  • de-DE
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