Journal article
Modelling of concrete response to fluctuating load
Abstract
Abstract An elastoplastic constitutive model for concrete subjected to cyclic loading conditions is presented. The model is an extension of a recently proposed constitutive concept. 7 An initial active loading process is described, using the conventional framework of the rate independent theory of plasticity. An appropriate hardening/softening parameter is introduced which allows one to model the sensitivity of material characteristics to …
Authors
Jiang J; Pietruszczak S
Journal
International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 13, No. 2, pp. 171–181
Publisher
Wiley
Publication Date
March 1989
DOI
10.1002/nag.1610130205
ISSN
0363-9061