An evaluation of substepping and implicit stress point algorithms

Computer Methods in Applied Mechanics and Engineering

Volumn 119, Issue 3-4, 1994, Pages 341-354

  Potts, D M ^a   Ganendra, D ^a  

^a IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; ELASTOPLASTICITY; ERROR ANALYSIS; FINITE ELEMENT METHOD; INTEGRATION; STRAIN;

CONSTITUTIVE LAWS; FINITE STRAIN STEP; INCREMENT SIZE DEPENDENCE; NEWTON RAPHSON APPROACH; NONLINEAR SOLUTION STRATEGY;

BOUNDARY VALUE PROBLEMS;

ALGORITHM; FINITE ELEMENT ANALYSIS; SOILS; STRAIN;

EID: 0028669547     PISSN: 00457825     EISSN: None     Source Type: Journal    
DOI: 10.1016/0045-7825(94)90094-9     Document Type: Article

References (11)

1. Finite element analysis of laterally loaded piles
2. An analysis of a new class of integration algorithms for elasto plastic constitutive relations
3. Cam-Clay plasticity, part I: Implicit integration of constitutive relations
4. Cam-Clay plasticity, part II: Implicit integration of constitutive equation based on a nonlinear elastic stress predictor
5. Critical state models in computational geomechanics
6. Efficient elasto-plastic finite element analysis with higher order stress-point algorithms
7. Substepping schemes for numerical integration of elasto-plastic stress-strain relations
8. The shaft resistance of axially loaded piles in clay
9. Formulation of quasi-axisymmetric boundary value problems for finite element analysis