Comparison of nonlocal and crack-band damage-plasticity approaches for modelling the failure of reinforced concrete structures

Xenos, D. and Grassl, P. (2014) Comparison of nonlocal and crack-band damage-plasticity approaches for modelling the failure of reinforced concrete structures. In: Computational Modelling of Concrete Structures (Euro-C), St. Anton Am Arlberg, Austria, 24-27 Mar 2014, pp. 513-520. (doi:10.1201/b16645-57)

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Publisher's URL: http://dx.doi.org/10.1201/b16645-57

Abstract

No abstract available.

Item Type:Conference Proceedings
Status:Published
Refereed:Yes
Glasgow Author(s) Enlighten ID:Grassl, Dr Peter
Authors: Xenos, D., and Grassl, P.
College/School:College of Science and Engineering > School of Engineering > Infrastructure and Environment
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