Influence of the concrete DIF model on the numerical predictions of RC wall responses to blast loadings

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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...

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Bibliographic Details
Main Authors:	Hao, Yifei, Hao, Hong
Format:	Journal Article
Published:	Pergamon 2014
Subjects:	Strain rate effect DIF Reinforced concrete Blast
Online Access:	http://purl.org/au-research/grants/arc/DP130104332 http://hdl.handle.net/20.500.11937/3431

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