Modelling the failure of reinforced concrete with nonlocal and crack band approaches using the damage-plasticity model CDPM2 (2016)

First Author: Xenos D

Abstract

No abstract provided

Bibliographic Information

Digital Object Identifier: http://dx.doi.org/10.1016/j.finel.2016.04.002

Publication URI: http://dx.doi.org/10.1016/j.finel.2016.04.002

Type: Journal Article/Review

Parent Publication: Finite Elements in Analysis and Design