Proceedings of the International Symposium on Engineering Under Uncertainty: Safety Assessment and Management (ISEUSAM - 2012) 2012
DOI: 10.1007/978-81-322-0757-3_57
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Mechanical Behavior of a Structural Steel at Different Rates of Loading

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Cited by 3 publications
(5 citation statements)
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“…The average values from the three best solutions are listed in Table 5. We can conclude from Table 5 that our estimations of the parameters E t , P, C and B, n, c are comparable to the values reported for mild steels in the literature ( [9] to [11]), despite different experimental arrangements and the fact that the strain rates during the experiments were 10 or more times higher in our case. We can conclude that we obtained reasonable estimates of the parameters E t , P, C and B, n, c for our case.…”
Section: Resultssupporting
confidence: 87%
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“…The average values from the three best solutions are listed in Table 5. We can conclude from Table 5 that our estimations of the parameters E t , P, C and B, n, c are comparable to the values reported for mild steels in the literature ( [9] to [11]), despite different experimental arrangements and the fact that the strain rates during the experiments were 10 or more times higher in our case. We can conclude that we obtained reasonable estimates of the parameters E t , P, C and B, n, c for our case.…”
Section: Resultssupporting
confidence: 87%
“…The presented approach was applied to the realistic case of a material-parameter estimation for two different material models, i.e., the C-S and the J-C material models. [9] 0.779-2.692 0.743-0.928 0.0144-0.021 -Marais et al [10] 0.292 0.310 0.025 -It turned out that it is possible to obtain reliable estimates of the C-S parameters (E t , P, C) and J-C parameters (B, n, c) with a nested design-of-simulation approach using only two iteration runs. The materialparameter estimates for the two models are consistent and comparable to the results from the literature.…”
Section: Discussionmentioning
confidence: 99%
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