A unified approach for variationally consistent finite elements in elastoplasticity-Reference-Cited by-同舟云学术

A unified approach for variationally consistent finite elements in elastoplasticity

Published:1995-03 Issue:1-4 Volume:121 Page:323-344
ISSN:0045-7825
Container-title:Computer Methods in Applied Mechanics and Engineering
language:en
Short-container-title:Computer Methods in Applied Mechanics and Engineering

Author:

Comi C.,Perego U.

Publisher

Elsevier BV

Subject

Computer Science Applications,General Physics and Astronomy,Mechanical Engineering,Mechanics of Materials,Computational Mechanics

Reference42 articles.

1. On numerically accurate finite element solutions in the fully plastic range;Nagtegaal;Comput. Methods Appl. Mech. Engrg.,1974

2. Quadratic programming and theory of elastic-perfectly plastic structures;Maier;Meccanica,1968

3. Shakedown theory in perfect elastoplasticity with associated and nonassociated flow-laws: a finite element, linear programming approach;Maier;Meccanica,1969

4. Continua and discontinua;Argyris,1966

Cited by 68 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. An in-plane phase-field ductile fracture model for orthotropic paperboard material;International Journal of Solids and Structures;2024-05

2. A concise review of small-strain phase-field modeling of ductile fracture;European Journal of Mechanics - A/Solids;2023-09

3. Variational approach for nonsmooth elasto-plastic dynamics with contact and impacts;Computer Methods in Applied Mechanics and Engineering;2023-09

4. On the curvature dependence of gradient damage models: Control and opportunities;Computer Methods in Applied Mechanics and Engineering;2023-05

5. A small deformations effective stress model of gradient plasticity phase-field fracture;Computer Methods in Applied Mechanics and Engineering;2023-05