Observations on Return Mapping Algorithms for Piecewise Linear Yield Criteria-Reference-Cited by-同舟云学术

Observations on Return Mapping Algorithms for Piecewise Linear Yield Criteria

Published:2008-07 Issue:4 Volume:8 Page:253-265
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Huang Jinsong¹²,Griffiths D. V.¹²

Affiliation:

1. Assistant Research Professor, Division of Engineering, Colorado School of Mines, Golden, CO 80401. E-mail: jhuang@mines.edu

2. Professor, Division of Engineering, Colorado School of Mines, Golden, CO 80401 (corresponding author). E-mail: d.v.griffiths@mines.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282008%298%3A4%28253%29

Reference35 articles.

1. A smooth hyperbolic approximation to the Mohr-Coulomb yield criterion

2. Linearization and return mapping algorithms for elastoplasticity models

3. Bathe K. J. Chaudhary A. Dvorkin E. and Kojic M. (1984). “On the solution of nonlinear finite-element equations.” Proc. Int. Conf. on Computer-Aided Analysis and Design of Concrete Structures Split Yugoslavia.

4. Finite element formulations for large deformation dynamic analysis

Cited by 26 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Elastoplastic damage behavior of quasi-brittle rocks considering crack closure evolution;Computers and Geotechnics;2024-02

2. Experimental analysis and elastoplastic damage modeling the mechanical properties of compact sandstone;Arabian Journal of Geosciences;2023-12-16

3. A robust stress update algorithm for elastoplastic models without analytical derivation of the consistent tangent operator and loading/unloading estimation;International Journal for Numerical and Analytical Methods in Geomechanics;2023-02-20

4. A sequential linear complementarity problem for multisurface plasticity;Applied Mathematical Modelling;2022-03

5. A sub-stepping iterative constitutive model for cyclic cracking-crushing-shearing in masonry interface elements;Computers & Structures;2021-12