Published in Engineering Computations Vol. 5 (4), pp. 309-319, 1988
doi: http://dx.doi.org/10.1108/eb023750

Abstract

A constitutive model based on classical plasticity theory for non‐linear analysis of concrete structures using finite elements is presented. The model uses the typical parameters of non‐associated plasticity theory for frictional materials and a modified Mohr‐Coulomb yield surface is suggested. Onset and amount of cracking at a point are controlled by the values of the effective plastic strain and thus it can be studied by a posteriori postprocessing of numerical results. The accuracy and objectivity of the model is checked out with some examples of application.


The PDF file did not load properly or your web browser does not support viewing PDF files. Download directly to your device: Download PDF document
Back to Top

Document information

Published on 04/01/19
Submitted on 04/01/19

Licence: CC BY-NC-SA license

Document Score

0

Views 5
Recommendations 0

Share this document

claim authorship

Are you one of the authors of this document?