Show simple item record

contributor authorJinsong Huang
contributor authorD. V. Griffiths
date accessioned2017-05-08T21:32:06Z
date available2017-05-08T21:32:06Z
date copyrightJuly 2008
date issued2008
identifier other%28asce%291532-3641%282008%298%3A4%28253%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/55163
description abstractThis paper shows that for perfect plasticity, the closest point projection method (CPPM) and the cutting plane algorithm (CPA) for return mapping are exactly equivalent for piecewise linear yield criteria under both associated and nonassociated plastic flow. The paper demonstrates this by presenting closed-form expressions for returned stresses in terms of predicted stresses. A consequence of this exact approach is that the final stresses can be obtained in a single iteration. The equivalence of CPPM and CPA is further demonstrated numerically by comparing five previously published algorithms for return mapping to Mohr–Coulomb in a finite-element analysis of bearing capacity. The analyses also highlight issues relating to singularities that occur at the corners of the Mohr–Coulomb surface. It is shown that many of these problems can be avoided if the return mapping is performed in principal stress space as opposed to general stress space.
publisherAmerican Society of Civil Engineers
titleObservations on Return Mapping Algorithms for Piecewise Linear Yield Criteria
typeJournal Paper
journal volume8
journal issue4
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)1532-3641(2008)8:4(253)
treeInternational Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 004
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record