Shear behaviour of masonry panel: Parametric FE analyses

International Journal of Solids and Structures

Volumn 41, Issue 16-17, 2004, Pages 4383-4405

  Berto, Luisa ^a   Saetta, Anna ^b   Scotta, Roberto ^a   Vitaliani, Renato ^a  

^a UNIVERSITY OF PADOVA   (Italy)

^b Dept of Architectural Construction ^*  (Italy)

Author keywords

Isotropic damage model; Macro model; Masonry panels; Micro model; Orthotropic damage model; Shear loading

Indexed keywords

CALIBRATION; FINITE ELEMENT METHOD; LOADS (FORCES); MATHEMATICAL MODELS; STRUCTURAL PANELS;

CONTINUUM DAMAGE MECHANICS; MASONRY PANELS;

MASONRY MATERIALS;

LOADING; MASONRY; SHEAR;

EID: 3042664687     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijsolstr.2004.02.046     Document Type: Article

References (28)

1. Ali S.S. Page A.W. Finite element model for masonry subjected to concentrated loads J. Struct. Eng. 114 8 1988 1761-1784
2. Andreaus U. Failure criteria for masonry panels under in-plane loading J. Struct.Eng., ASCE 122 1 1996
3. Asteris P.G. Tzamtzis A.D. On the use of a regular yield surface for the analysis of unreinforced masonry walls Electron. J. Struct. Eng. 3 2003 23-42
4. Berto, L., Saetta, A., Scotta, R., Vitaliani, R., 2001. An orthotropic damage model for non-linear masonry walls analysis: irreversible strain and friction effects. In: Proceedings of the III International Seminar Structural Analysis of Historical Construction, 7-9 November
5. Berto L. Saetta A. Scotta R. Vitaliani R. An orthotropic damage model for masonry structures Int. J. Numer. Method Eng. 55 22 2002 127-157
6. Callerio A. Papa E. An elastic-plastic model with damage for cyclic analysis of masonry panels Pande Middleton Kralj Computer Methods in Structural Masonry-4 1998 E-FN Spon London
7. Calvi, M., Magenes, G., Pavese, A., 1992. Indagine sperimentale e numerica su un prototipo di edificio in muratura. CNR GNDT, Doc. 1.1., 1992 (in Italian)
8. Cecchi A. Sab K. A multi-parameter homogenization study for modelling elastic masonry Eur. J. Mech. A--Solids 21 2002 249-268
9. Farja R. Oliver J. A strain-based viscous-plastic-damage model for massive concrete structures Int. J. Solids Struct. 35 1998 1533-1558
10. Fonseka G.U. Krajcinovic D. The continuous damage theory of brittle materials--Part 2: general theory J. Appl. Mech., Trans. ASME 48 1981 816-824
11. Gambarotta, L., Lagomarsino, S., Morbiducci, R., 1995. Two-dimensional finite element simulation of a large scale brick masonry wall through a continuum damage model. Experimental and numerical investigation on a brick masonry building prototype, Report 3.0, CNR GNDT
12. Ganz, H.R., Thurlimann, B., 1982. Tests on biaxial strength of masonry. Report No.7502-3. ETH Zurich Institute of Structural Engineering, Zurich (in German)
13. Ganz, H.R., Thurlimann, B., 1984. Tests on masonry walls under normal and shear loading. Report No.7502-4. ETH Zurich Institute of Structural Engineering, Zurich (in German)
14. Lofti H.R. Shing B.P. Interface model applied to fracture of masonry structures J. Struct. Eng., ASCE 120 1 1994 63-80
15. Lourenço P.B. Computational Strategies for Masonry Structures 1996 Delft University Press Delft, The Netherlands
16. Magenes G. Calvi M. In plane seismic response of brick masonry walls Earth. Eng. Struct. Dyn. 26 1997 1091-1112
17. Mann, W., Müller, H., 1982. Failure of shear-stressed masonry--an enlarged theory, tests and application to shear walls. In: West, H.W.H., (Ed.), Proceedings of the British Ceramic Society, No. 30, September
18. Massart, Th., Bouillard, Ph., Geers, M.G.D., Peerlings, R.H.J., 2001. A 2D Anisotropic damage model for masonry walls. In: Procedings of V European Conference on Computational Mechanics, Cracow, Poland
19. Oñate, E., 1994. Reliability analysis of concrete structures. Numerical and experimental studies. In: Evoluzione nella sperimentazione per le costruzioni, Seminar CISM, Merano, Italy, pp. 125-146
20. Page A.W. Finite element model for masonry J. Struct. Div., ASCE 104 ST8 1978 1267-1285
21. Papa, E., Nappi, A., 1996. Modellazione numerica di strutture murarie soggette a carichi ciclichi. In: Gambarotta, L. (Ed.), La meccanica delle murature tra teoria e progetto. Proceedings of the National Conference, Messina, Italy, pp. 441-450
22. Saetta A. Scotta R. Vitaliani R. Coupled environmental-mechanical damage model of RC structures J. Eng. Mech., ASCE 125 8 1999 930-940
23. Simo J.C. Ju J.W. Strain and stress based continuum damage models--part I: formulation Int. J. Solids Struct. 23 7 1987 821-840
24. Sutcliffe D.J. Yu H.S. Page A.W. Lower bound limit analysis of unreinforced masonry shear walls Comput. Struct. 79 2001 1295-1312
25. Syrmakezis C.A. Asteris P.G. Masonry failure criterion under biaxial stress state J. Mater. Civil Eng. 13 1 2001 58-64
26. Tzamtzis, A.D., 1994. Dynamic finite element analysis of complex discontinuous and jointed structural systems using interface elements. Ph.D. Thesis, Department of Civil Engineering, QMWC, University of London
27. Zhuge Y. Thambiratnam D. Corderoy J., et-al. Non-linear dynamic analysis of un-reinforced masonry J. Struct. Eng., ASCE 124 3 1998 270-277
28. Zucchini A. Lourenço P.B. A micro-mechanical for the homogenisation of masonry Int. J. Solids Struct. 39 2002 3233-3255