Stress-strain curves for hot-rolled steels
By X. Yun, L. Gardner. 2017
517 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanical Engineering
View Paper: https://www.semanticscholar.org/paper/23c09b2ef5fd637471151d65215e04c1885f71b5
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In Civil and Structural Engineering
In Mechanical Engineering
Citations in the corpus
- Elasto-plastic behaviour and design of semi-compact circular hollow sections (2020, methodology): “Two production routes – hot-rolled and cold-formed, and two material grades 2 / D t – S355 and S460, were considered; the corresponding stress-strain curves were generated from the predictive models of Yun and Gardner [77] and Gardner and Yun [78], with the input parameters E, fy and fu taken as th”
- Behaviour and design of fixed‐ended steel equal‐leg angle section columns (2021, unknown): “5) were utilised; where not available, and throughout the parametric study, the material models developed by Yun and Gardner [30] and Gardner and Yun [31] were employed for hot-rolled and cold-formed steel angles respectively.”