Fracture energy based bi-dissipative damage model for concrete

International Journal of Solids and Structures

Volumn 38, Issue 36-37, 2001, Pages 6427-6454

  Comi, Claudia ^a   Perego, Umberto ^a  

^a POLITECNICO DI MILANO   (Italy)

Author keywords

Concrete; Fracture energy; Isotropic damage; Regularisation techniques

Indexed keywords

COMPRESSIVE STRENGTH; COMPUTER SIMULATION; FRACTURE; TENSILE TESTING;

FRACTURE ENERGY;

CONCRETES;

CONCRETE; FRACTURE MECHANICS;

CONCRETE; FRACTURE MECHANICS;

EID: 0035838936     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0020-7683(01)00066-X     Document Type: Article

References (56)

1. Crack band theory for fracture of concrete
2. Measurement of characteristic length of nonlocal continuum
3. Some mathematical aspects of the damage softening problem
4. Multilevel analysis of concrete in multiaxial compression
5. Failure of plain concrete under combined stresses
6. Failure energy dissipation-generation in stiffness recovery models for elastic degradation and damage
7. Seismic evaluation of concrete dams via continuum damage models
8. Development of continuum damage mechanics for elastic solids sustaining anisotropic and unilateral damage
9. Bifurcations and instabilities in fracture of cohesive-softening structures: A boundary element analysis
10. A nonlocal model with tension and compression damage mechanisms
11. On localization in ductile-brittle materials under compressive loadings
12. On the capability of fine elements models to predict plastic collapse
13. Conewise linear elastic materials
14. Material model for granular soil
15. Crush-crack: A non-local model for concrete
16. On the evaluation of the characteristic length in high strength concrete
17. Fracture energy formulation for inelastic behaviour of plain concrete
18. Isotropic and anisotropic descriptions of damage in concrete structures
19. A composite plasticity model for concrete
20. A model of anisotropic damage by mesocrack growth: Unilateral effect
21. Behavior of concrete under multiaxial stress
22. Behavior of concrete under biaxial stress
23. Effects of length on compressive strain softening of concrete
24. On energy based coupled elastoplastic damage theories: Constitutive modelling and computational aspects
25. Strain and ultimate strength of concrete under triaxial stresses
26. Plastic-damage model for cyclic loading of concrete structures
27. Mechanical properties of concrete in uniaxial compression
28. Ladder models for the constitutive behaviour of heterogeneous materials with damage
29. Damage model for brittle elastic solids with unequal tensile and compressive strengths
30. A plastic-damage model for concrete
31. Nonassociated and coupled flow rules of elastoplasticity for rock-like materials
32. A description of micro- And macro-scale damage of concrete structures
33. Continuum damage theory - Application to concrete
34. Multiple hardening plasticity for concrete materials
35. A consistent characteristic length for smeared cracking models
36. A constitutive theory for the inelastic behaviour of concrete
37. A failure criterion for concrete
38. Fracture and stress-strain relationship of concrete under triaxial compression
39. Anisotropic damage model for the multiaxial static and fatigue behaviour of plain concrete
40. Explicit backward difference operators and consistent predictors for linear hardening elastic-plastic constitutive laws
41. Orthotropic behaviour of concrete with directional aspects: Modelling and experiments
42. Post-peak cyclic behaviour of concrete in uniaxial tensile and alternating tensile and compressive loading
43. Formulation of Drucker-Prager cap model
44. A damage mechanics constitutive theory for the inelastic behaviour of concrete
45. On failure indicators in multi-dissipative materials
46. The effect of the boundary conditions on the cylinder spliting test
47. Strength of plain concrete under biaxial stress
48. Strain and stress based continuum damage models. I. Formulation
49. Stress-strain response and fracture of concrete in biaxial loading
50. Strain-softening of concrete in uniaxial compression - Report of the round Robin test carried out by RILEM TC 148-SSC
51. Combined plasticity and damage mechanics model for plain concrete