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This paper discusses the modeling of strain rate dependent hardening in constructional steel, emphasizing the need for accurate material models for structural components designed against extreme events. Various models, including the Johnson-Cook and Cowper-Symonds models, were evaluated, revealing their inadequacies in capturing the behavior of constructional steels, particularly regarding yield plateau and strain hardening. A new model is proposed that effectively describes these behaviors as functions of
- Author
- Sriram Mw
- Language
- EN