Interaction of geometric and material nonlinearities in stainless steel frames. Issue 2 (1st September 2021)

• Record Type: Journal Article
• Authors: González‐de‐León, Isabel; Arrayago, Itsaso; Real, Esther
• Is Part Of: Ce/papers. Volume 4:Issue 2/4(2021)
• Page Start: 2149
• Page End: 2157
• Publication Date: 2021-09-01
• Subjects: Stainless steel -- global analysis -- second order effects -- frame stability -- Continuous Strength Method -- experimental frame test; Civil engineering -- Periodicals; 624
• DOI: 10.1002/cepa.1533
• Languages: English
• ISSNs: 2509-7075

Abstract

Abstract: Adequate mechanical properties make stainless steel an excellent construction material for structures. The current stainless steel European structural code EN1993‐1‐4 (2015) is largely based on provisions given for carbon steel EN1993‐1‐1 (2005) and does not establish specific design rules for the global analysis of stainless steel structures. Thus, the same classification criterion applies in both codes for sway and non‐sway structures, as well as providing the same predicting expressions for the amplification of bending moments in basic structures, despite the considerable differences between the mechanical behaviour of these two materials. However, recent numerical research on stainless steel frames with H cross‐sections by Walport et al. (2019) showed that the degradation of stiffness due to material nonlinearities considerably affects the response of stainless steel frames, causing greater deformations and increasing second order effects. In order to contribute to the optimal design of stainless steel structures, this paper investigates the influence of the nonlinear material response of stainless steel alloys on frame‐type structures with Rectangular Hollow Sections based on the experimental results conducted by Arrayago et al. (2019), and the interaction of material and geometric nonlinearities.