You do not have permission to edit this page, for the following reason:

You are not allowed to execute the action you have requested.

You can view and copy the source of this page.

​x
 
1
Published in ''Int. Journal of Solids and Structures'' Vol. 25 (3), pp. 299-326, 1989<br />
2
doi: 10.1016/0020-7683(89)90050-4
3
== Abstract ==
4
​
5
In this paper a constitutive model based on an internal variable-formulation of plasticity theory for the non-linear analysis of concrete is presented. The model uses a new yield criterion which matches experimental data quite well and it accounts for both elastic and plastic stiffness degradations effects. Onset and amount of cracking can be studied by a simple postprocessing of the finite-element plasticity solution. The accuracy of the model is checked with some examples of application.
6
​

Return to Lubliner et al 1989a.

Back to Top
GET EPUB

Document information

Published on 01/01/1989

DOI: 10.1016/0020-7683(89)90050-4
Licence: CC BY-NC-SA license

Web of Science Core Collection® Times cited: 1290
Crossref Cited-by Times cited: 1316
OpenCitations.net Times cited: 677

Document Score

0

Times cited: 1290
Views 1698
Recommendations 0

Share this document

Keywords

• •

claim authorship

Are you one of the authors of this document?

I am an author