A micro-mechanical model for the homogenisation of masonry

International Journal of Solids and Structures

Volumn 39, Issue 12, 2002, Pages 3233-3255

  Zucchini, A ^a   Lourenco P B ^b  

^a ENEA   (Italy)

^b UNIVERSITY OF MINHO   (Portugal)

Author keywords

Composites; Homogenisation techniques; Masonry; Numerical techniques

Indexed keywords

ALIGNMENT; DEFORMATION; ELASTIC MODULI; FAILURE (MECHANICAL); LINEAR SYSTEMS; STIFFNESS; STRUCTURAL ANALYSIS;

HOMOGENISATION;

MASONRY MATERIALS;

COMPOSITE;

EID: 0037172818     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0020-7683(02)00230-5     Document Type: Article

References (22)

1. Derivation of the in-plane elastic characteristics of masonry through homogenization theory
2. Homogenisation of periodic masonry: Plane stress, generalised plane strain or 3D modelling?
3. A micromechanical model for linear homogenization of unit masonry
4. Inelastic behaviour of plane frictionless block systems described as Cosserat media
5. The failure of brick masonry under biaxial stresses
6. Interface model applied to fracture of masonry structures
7. A homogeneous constitutive model for masonry
8. A matrix formulation for the elastoplastic homogenisation of layered materials
9. On the use of homogenisation techniques for the analysis of masonry structures
10. A multi-surface interface model for the analysis of masonry structures
11. Continuum model for masonry: Parameter estimation and validation
12. On damage and failure of unit masonry
13. Failure of concrete under uniaxial compression: An overview
14. Continuum models for layered soil and blocky rock
15. The biaxial compressive strength of brick masonry
16. The strength of brick masonry under biaxial compression-tension
17. Equivalent elastic moduli for unit masonry
18. A mathematical description of macroscopic behavior of unit masonry
19. Finite element modeling of the behavior of the masonry walls and columns by homogenization approach