Incrementalization of a single hardening constitutive model for frictional materials

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 26, Issue 7, 2002, Pages 647-659

  Lade, P V ^a   Jakobsen, K P ^b  

^a AALBORG UNIVERSITY   (Denmark)

^b DHI   (Denmark)

Author keywords

Elasto plastic constitutive model; Frictional materials; Incrementalization procedure; Non associated flow; Yield surface

Indexed keywords

CONCRETES; FINITE ELEMENT METHOD; INTEGRATION; PLASTIC FLOW; ROCKS; SOILS;

INCREMENTALIZATION;

FRICTION MATERIALS;

CONSTITUTIVE EQUATION; ELASTOPLASTICITY; FRICTION; HARDENING;

EID: 0036601698     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.216     Document Type: Article

References (19)

1. Single hardening constitutive model for frictional materials. I. plastic potential function
2. Single hardening constitutive model for frictional materials. II. Yield criterion and plastic work contours
3. Single hardening constitutive model for frictional materials. III. Comparisons with experimental data
4. Implementation algorithm for a single hardening constitutive model for frictional materials
5. Modelling the elastic behavior of granular materials
6. Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces
7. Three-parameter failure criterion for concrete
8. Failure criterion for frictional materials
9. Rock strength criteria: The theories and the evidence
10. Modelling rock strength in three dimensions
11. Behavior of concrete under biaxial stresses
12. Softening and preshearing effects in sand
13. Drained triaxial tests on Eastern Scheldt sand
14. Incrementalization procedure for elasto-plastic constitutive model with multiple, intersecting yield surfaces