Influence of the concrete DIF model on the numerical predictions of RC wall responses to blast loadings
Reliable prediction of structural responses to blast loadings requires an accurate dynamic material model. The dynamic strength of concrete material is normally higher than the static strength. Based on extensive experimental data, a number of empirical DIF (dynamic increase factor) relations have b...
| Main Authors: | , |
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| Format: | Journal Article |
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Pergamon
2014
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| Online Access: | http://purl.org/au-research/grants/arc/DP130104332 http://hdl.handle.net/20.500.11937/3431 |