Investigation of Flexural Behaviour of Stainless Steel Channel Sections
| Author(s): |
Cláucio Gonçalves de Lima
(PGECIV – Civil Engineering Post‐Graduate Program UERJ – State University of Rio de Janeiro Brazil)
Monique Cordeiro Rodrigues (Structural Engineering Department UERJ – State University of Rio de Janeiro Brazil) e. Fernanda Lins Gonçalves Pereira (Structural Engineering Department UERJ – State University of Rio de Janeiro Brazil) |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | ce/papers, March 2024, n. 1-2, v. 7 |
| Page(s): | 240-249 |
| DOI: | 10.1002/cepa.3041 |
| Abstract: |
In this paper, the design of austenitic stainless steel channel sections subjected to minor axis bending, specifically with tension in the web (“u” orientation) is analyzed. The values of moment resistance are predicted using Eurocode 3 criteria and the Continuous Strength Method (CSM), which are then compared with numerical models to assess effectiveness. The modeling is performed through ANSYS and calibrated with literature tests. It was found that Eurocode presents a considerable disparity in results, as well as an overly cautious response (on average, half the numerical load). The CSM reflects the performance more accurately but still with a certain level of conservatism (on average, around 35% lower). |
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data sheet - Reference-ID
10766762 - Published on:
17/04/2024 - Last updated on:
17/04/2024
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