Homogenization of Masonry using numerical simulations

Journal of Engineering Mechanics

Volumn 127, Issue 5, 2001, Pages 421-431

  Ma, Guowei ^a   Hao, Hong ^a   Lu, Yong ^a  

^a NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

[No Author keywords available]

Indexed keywords

BRICK; COMPUTER SIMULATION; CONTINUUM MECHANICS; MASONRY MATERIALS; MORTAR; NUMERICAL ANALYSIS; STRAIN;

STRENGTH ENVELOPES;

MECHANICAL ENGINEERING;

COMPOSITE;

EID: 0035338990     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2001)127:5(421)     Document Type: Article

References (18)

1. Alpa, G., and Monetto, I. (1994). "Microstructural model for dry block masonry walls with in-plane loading." J. Mech. Phys. Solids, 42, 1159-1175.
2. Anthoine, A. (1995). "Derivation of the in-plane elastic characteristics of masonry through homogenization theory." Int. J. Solids and Struct., 32, 137-163.
3. Anthoine, A., Magonette, G., and Magenes, G. (1994). "Shear-compression testing and analysis of brick masonry walls." Proc., 10th Eur. Conf. on Earthquake Engrg., G. Duma, ed., Vol. 3, Balkema, Rotterdam, The Netherlands, 1657-1662.
4. Genna, F., Pasqua, M. D., and Veroli, M. (1998). "Numerical analysis of old masonry buildings: A comparison among constitutive models." Engrg. Struct., 20(1-2), 37-53.
5. Hamid, A. A., and Drysdale, R. G. (1981). "Proposed failure criteria for concrete block masonry under biaxial stresses." J. Struct. Div., ASCE, 107(8), 1675-1687.
6. Hendry, A. W. (1990). Structural masonry, Macmillan, New York.
7. Hendry, A. W., and Malek, M. H. (1986). "Characteristic compressive strength of brickwork from collected test results." Masonry Int., 7, 15-24.
8. Kirtschigg, K. (1985). "On the failure mechanism of masonry subject of compression." Proc., 7th Int. Brick Masonry Conf., Melbourne, Australia, 625-629.
9. Lotfi, H. R., and Shing, P. B. (1991). "An appraisal of smeared crack models for masonry shear wall analysis." Comp. and Struct., 41, 413-425.
10. Luciano, R., and Sacco, E. (1997). "Homogenization technique and damage mode for masonry material." Int. J. Solids and Struct., 34(24) 3191-3208.
11. Mann, W. (1982). "Statistical evaluation of tests on masonry by potential functions." Proc., 6th Int. Brick Masonry Conf., Rome, Italy, 86-89.
12. Mazars, J. (1986). "A description of micro-and macroscale damage of concrete structures." Engrg. Fract. Mech., 25(5/6), 729-737.
13. Page, A. W. (1978). "Finite-element model for masonry." J. Struct. Div., ASCE, 104(8), 1267-1285.
14. Page, A. W. (1980). "A biaxial failure criterion for brick masonry in the tension-tension range." Int. J. Masonry Constr., 1(1), 26-29.
15. Pagnoni, T. (1994). "Seismic analysis of masonry and block structures with discrete element method." Proc., 10th Eur. Conf. on Earthquake Engrg., G. Duma, ed., Vol. 3, Balkema, Rotterdam, The Netherlands, 1669-1674.
16. β." The Struct. Engr., London, 72(1), 7-12.
17. Pande, G. N., Liang, J. X., and Middleton, J. (1989). "Equivalent elastic moduli for brick masonry." Comput. Geotech., 8, 243-265.
18. Suquet, P. M. (1987). "Elements of homogenization for inelastic solid mechanics." Homogenization techniques for composite media, E. Sanchez-Palencia et al., eds., Springer, New York.