Suitability of micromechanical model for elastic analysis of masonry

Journal of Engineering Mechanics

Volumn 125, Issue 8, 1999, Pages 922-929

  Bati, S Briccoli ^a   Ranocchiai, G ^a   Rovero, L ^a  

^a UNIVERSITY OF FLORENCE   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

COMPOSITE MICROMECHANICS; COMPRESSION TESTING; ELASTICITY; FUNCTIONS; MATHEMATICAL MODELS; STRUCTURAL PANELS;

MACROSCOPIC ELASTIC CONSTANTS; MICROMECHANICAL MODELS;

BRICK;

EID: 0032629609     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(1999)125:8(922)     Document Type: Article

References (22)

1. Alpa, G., and Monetto, I. (1994). "Microstructural model for dry block masonry walls with in-plane loading." J. Mech. Phys. Solids, 42(7), 1159-1175.
2. Angelillo, M., and Olivito, R. S. (1992). "Sul comportamento meccanico di pareti in mattoni." Giornale del Genio Civile, 130, 11-33.
3. Anthoine, A. (1995). "Derivation of the in-plane elastic characteristics of masonry through homogenization theory." Int. J. Solids and Struct., 32(2), 137-163.
4. Del Piero, C. (1989). "Constitutive equations and compatibility of the external loads for linear elastic masonry-like materials." Mechanica, 24(3), 150-162.
5. Di Pasquale, S. (1992). "New trends in the analysis of masonry structures." Mechanica, 27, 173-184.
6. Eshelby, J. D. (1957). "The determination of elastic field of an ellipsoidal inclusion and related problems." Proc., Royal Soc., London, 241(A), 376-396.
7. Fratini, F., and Ranocchiai, G. (1994). "Muden building in Tuscani: Characterization of the material used in buildings of the high Valdamo." Proc., VIII CIMTEC, P. Vincenzini, ed., Techna, Faenza, Italy, 239-246.
8. Gambarotta, L., and Lagomarsino, S. (1993). "Fragilita e duttilita di pareti murarle ad azioni orizzontali: Inteipretazione con il modello di muratura a piani di danneggiamento." Proc., VI Conv. Naz. L'ingegneria sismica in Italia, Centro Stampa dell'Universita' degli Studi di Perugia, Perugia, Italy, 513-522.
9. Gurtin, M. E. (1972). "The linear theory of elasticity." Encyclopedia of physics, C. Truesdell, ed., VIa/2, Berlin.
10. Hashin, Z. (1983). "Analysis of composite materials - A survey." J. Appl. Mech., 50, 481-505.
11. Maier, G., Nappi, A., and Papa, E. (1991). "On damage and failure of brick masonry." Experimentai and numerical methods in mudquake engineering, C. Donea and P. M. Jones, eds., Ispra, 223-225.
12. Mori, T., and Tanaka, K. (1973). "Average stress in matrix and average elastic energy of materials with misfitting inclusions." Acta Metallurgica, 21, 571-574.
13. Page, A. W. (1978). "Finite element model for masonry." J. Struct. Div., ASCE, 104, 1267-1285.
14. Page, A. W. (1983). "The strength of brick masonry under biaxial tension-compression." Int. J. Masonry Constr., 3(1), 26-31.
15. Pande, G. N., Liang, J. X., and Middleton, J. (1989). "Equivalent elastic moduli for brick masonry." Comp. and Geotechnics, 8, 243-265.
16. Parton, V. Z., and Kudryavstsev, B. A. (1993). Engineering mechanics of composite structures. CRC, Boca Raton, Fla.
17. Pietruszczak, S., and Niu, X. (1992). "A mathematical description of macroscopic behavior of brick masonry." Int. J. Solids and Struct., 29, 531-546.
18. Ranocchiai, G., and Rovero, L. (1994). "Influence of insertion of fired bricks on the mechanical characteristics of adobe brickwork." Proc., VIII CIMTEC, P. Vincenzini, ed., Techna, Faenza, Italy, 231-238.
19. Ranocchiai, G., and Rovero, L. (1995). "Analisi del comportamento meccanico di pannelli murari mediante techniche di omogeneizzazioni." Proc., XII AIMETA, Officine grafiche napoletane F. Giannini e Figli, Naples, Italy, 1, 205-210.
20. Steigmann, D. J. (1991). "Analysis of a theory of elasticity for masonry solids." J. Mech Phys. Solids, 39(4), 543-553.
21. Suquet, P. M. (1985). "Elements of homogenization for inelastic solid mechanics." Homogenization techniques for composite media, E. Sanchez-Palencia and A. Zaoui, eds., Springer, Berlin.
22. Zhao, Y. H., and Weng, G. J. (1990). "Effective elastic moduli of ribbon-reinforced composites." J. Appl. Mech., 57, 158-166.