Please use this identifier to cite or link to this item:
|Title:||NUMERICAL APPROACH TO THE SOLUTION OF ELASTOPLASTIC SOIL PROBLEMS.||Authors:||Lo, K.W.||Issue Date:||1985||Citation:||Lo, K.W. (1985). NUMERICAL APPROACH TO THE SOLUTION OF ELASTOPLASTIC SOIL PROBLEMS. : 179-184. ScholarBank@NUS Repository.||Abstract:||A numerical approach to solving soil problems of plane strain elastoplasticity is presented. The initial stress variant of the finite element method by O. C. Zienkiewicz et al is adapted for Tresca and Mohr-Coulomb yield surfaces and their associated flow rules. The mesh generation and solution procedure adopted has an entirely physical basis which is readily visualised. The state of collapse is accurately defined by free flow of the plastic enclave to free surface combined with linear increase of deformation with iteration. (Author abstract. )||URI:||http://scholarbank.nus.edu.sg/handle/10635/74266||ISBN:||9061915813|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Apr 19, 2019
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.