Finite element modelling of concrete at elevated temperatures
This thesis presents a new plastic damage constitutive model for concrete subjected to elevated temperatures. The proposed Cardiff Concrete Temperature (CARCOT) model combines the original theory presented by Lubliner et al. (1989) with newly derived temperature dependent material parameters develop...
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Cardiff University
2003
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| Online Access: | http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.630477 |