A coupled homogenisation-damage model for masonry cracking

Computers and Structures

Volumn 82, Issue 11-12, 2004, Pages 917-929

  Zucchini, A ^a   Lourenco P B ^b  

^a ENEA   (Italy)

^b UNIVERSITY OF MINHO   (Portugal)

Author keywords

Cracking; Damage mechanics; Homogenisation; Macro modelling; Masonry

Indexed keywords

BOND STRENGTH (MATERIALS); CRACK PROPAGATION; DEFORMATION; ENGINEERING RESEARCH; INTERFACES (MATERIALS); JOINTS (STRUCTURAL COMPONENTS); MATHEMATICAL MODELS; TENSILE STRENGTH;

DAMAGE MECHANICS; HOMOGENIZATION; ISOTROPIC DAMAGE; MACRO-MODELING;

MASONRY CONSTRUCTION;

EID: 2342540539     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruc.2004.02.020     Document Type: Article

References (16)

1. CUR. In: Rots JG, editor. Structural masonry: an experimental/numerical basis for practical design rules. Balkema: Rotterdam; 1997.
2. Berto L., Saetta A., Scotta R., Vitaliani R. Orthotropic damage model for masonry structures. Int. J. Num. Meth. Eng. 55(2):2002;127-157.
3. Dhanasekar M., Page A.W., Kleeman P.W. The failure of brick masonry under biaxial stresses. Proc. Intsn. Civ. Engrs. 79(Part 2):1985;295-313.
4. Lopez J., Oller S., Oñate E., Lubliner J. A homogeneous constitutive model for masonry. Int. J. Num. Meth. Eng. 46:1999;1651-1671.
5. Lourenço PB. Experimental and numerical issues in the modeling of the mechanical behavior of masonry. In: Roca P et al., editor. Structural analysis of historical constructions II. CIMNE: Barcelona; 1998. p. 57-91.
6. Lourenço P.B., Rots J.G., Blaauwendraad J. Continuum model for masonry: parameter estimation and validation. J. Struct. Eng., ASCE. 124(6):1998;642-652.
7. Lourenço P.B., Rots J.G., van der Pluijm R. Understanding the tensile behaviour of masonry parallel to the bed joints: a numerical approach. Mason. Int. 12(3):1999;96-103.
8. Maier G., Papa E., Nappi A. On damage and failure of unit masonry. Experimental and numerical methods in earthquake engineering. 1991;223-245 Balkema, Brussels.
9. Mazars J. A model of a unilateral elastic damageable material and its application to concrete. Fracture toughness and fracture energy of concrete. 1986;Elsevier, New York.
10. Mazars J., Pijaudier-Cabot G. Continuum damage theory - application to concrete. J. Eng. Mech., ASCE. 115:1989;345-365.
11. Oliver J., Cervera M., Oller S., Lubliner J. Isotropic damage models and smeared cracked analysis of concrete. Proc. 2nd ICCAADS. vol. 2:1990;945-958 Pineridge Press.
12. Pande G.N., Liang J.X., Middleton J. Equivalent elastic moduli for unit masonry. Comput. Geotech. 8:1989;243-265.
13. van der Pluijm R. Out of plane bending of masonry: behaviour and strength. PhD Dissertation. The Netherlands: Eindhoven University of Technology; 1999.
14. Rots J.G. Numerical simulation of cracking in structural masonry. Heron. 36(2):1991;49-63.
15. Scotta R., Vitaliani R., Saetta R., Oñate E., Hanganu A. A scalar damage model with a shear retention factor for the analysis of reinforced concrete structures: theory and validation. Comput. Struct. 79:2001;737-755.
16. Zucchini A., Lourenço P.B. A micro-mechanical model for the homogenization of masonry. Int. J. Solids Struct. 39:2002;3233-3255.