m (Move page script moved page Samper et al 2019h to Onate et al 1988b) |
|||
| (2 intermediate revisions by one other user not shown) | |||
| Line 6: | Line 6: | ||
| − | <pdf>Media: | + | <pdf>Media:Samper_et_al_2019h_7156_01-Onate_Oller_Oliver_Lubliner-ConstitutiveModelofConcrete1988.pdf</pdf> |
Latest revision as of 12:40, 1 February 2019
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.
Back to Top
Share this document
Keywords
claim authorship
Are you one of the authors of this document?