Numerical Study on Cracking Process of Masonry Structure

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Masonry structure is heterogeneous and has been widely used in building and construction engineering. The study on cracking pattern of masonry structure is significant to engineering design. Many previous investigations on the failure process of masonry structure are usually based on the homogenization technique by selecting a typical unit of masonry to serve as a representative volume. This kind of numerical analysis neglects the mesoscopic heterogeneous structure, which cannot capture the full cracking process of masonry structures. The cracking process of masonry structure is dominantly affected by its heterogeneous internal structures. In this paper, a mesoscopic mechanical model of masonry material is developed to simulate the behavior of masonry structure. Considering the heterogeneity of masonry material, based on the damage mechanics and elastic-brittle theory, the new developed Material Failure Process Analysis (MFPA2D) system was put forward to simulate the cracking process of masonry structure, which was considered as a two-phase composite of block and mortar phases. The crack propagation processes simulated with this model shows good agreement with those of experimental observations. The numerical results show that numerical analysis clearly reflect the modification, transference and their interaction of the stress field and damage evolution process which are difficult to achieve by physical experiments. It provides a new method to research the forecast theory of failure and seismicity of masonry. It has been found that the fracture of masonry observed at the macroscopic level is predominantly caused by tensile damage at the mesoscopic level.

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117-126

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September 2005

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© 2005 Trans Tech Publications Ltd. All Rights Reserved

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[1] D.J. Sutcliffe, H.S. Yu and A.W. Page, Computers & Structures, Vol. 79 (2001) 125-1312.

Google Scholar

[2] P.B. Lourenco, J.G. Rots and J. Blaauwendraad, Comp. Struct. , Vol. 51(1) (1999), pp.123-134.

Google Scholar

[3] H.R. Lotfi and P.B. Shing, Comp. Struct. Vol. 41(3) (1991) 413-425.

Google Scholar

[4] S.H. Wang, C.A. Tang, F.S. Zhu and W.C. Zhu, J. Constr. Struct., Vol. 24 (2003) 43-46.

Google Scholar

[5] Y.J. Chiou, J.C. Tzeng and S.C. Hwang, Struct. Eng. Mech. Vol. 6(2) (1998) 201-215.

Google Scholar

[6] C.A. Tang, L.G. Tham, P.K.K. Lee, et al. Intern. J. Rock Mech. Mining Sci., Vol. 37 (2000) 571-583.

Google Scholar

[7] C.A. Tang, S.H. Wang and Y.F. Fu, Numerical Test of Rock Failure (in Chinese), (Beijing: china Science Press, 2002).

Google Scholar

[8] C.A. Tang and W.C. Zhu, Damage and Fracture of Concrete - Numerical Test(in Chinese), (Beijing: China Science Press, 2003).

Google Scholar

[9] Z. Yan and T. David, J. Structural Eng. ASCE, Vol. 124 (1998) 21-29.

Google Scholar

[10] G. Giambanco, S. Rizzo and R. Spallino, Comp. Methods Appl. Mech. Eng. Vol. 190 (2001) 6493-6511.

Google Scholar

[11] J. Mazars and G. Pijaudier-Cabot, J. Eng. Mech. ASCE, Vol. 115 (1987) 345-365.

Google Scholar

[12] P. Pegon, A.V. Pinto and M. Geradin, Comp. Struct. Vol. 79 (2001) 2165-2181. Fig. 5 Cracking patterns of masonry specimen (experimental results).

Google Scholar

[13] Z.P. Bazant, M.R. Tabbara, M.T. Kazemi and G. Pijaudier-Cabot, J. Eng. Mech. ASCE, Vol. 116 (1990) 1686-1705.

Google Scholar

[14] R.A. Vonk, H.S. Rutten, J.G.M. Van Mier and H.J. Finneman, In: Van Mier JGM, Rots JG, Bakker AR, editors. Proc. Intern. RILEM/ESIS Conf. Fracture Processes in Concrete, Rock and Ceramics. Boundary Row, London: E. F. N. Spon, (1991), pp.129-138.

DOI: 10.1007/bf02472214

Google Scholar

[15] A.R. Mohamed and W. Hansen, ACI Mater J, Vol. 96 (1999) 196-203.

Google Scholar

[16] E. Schangen and J.G.M. Van Mier, Cement Concr Comp, Vol. 14 (1992) 105-118.

Google Scholar

[17] J.G.M. Van Mier and M.R.A. Van Vliet, Constr Build Mater, Vol. 13 (1999) 3-14.

Google Scholar

[18] D.P. Abrams and T.J. Paulson, ACI Structural J. July-August (1991) 475-485.

Google Scholar

[19] B.S. Briccoli, G. Ranocchiai and L. Rovero, Materials and Structures/Materiaux Et Constructions, Vol. 32 (1999) 22-30.

Google Scholar

[20] C.A. Tang, H. Liu, P.K.K. Lee, et al., Int J Rock Mech Min, Vol. 37 (2000) 555-569.

Google Scholar

[21] C.A. Tang and S.Q. Kou, Eng. Fract. Mech., Vol. 61 (1998) 311-324.

Google Scholar

[22] W.C. Zhu and C.A. Tang, Constr. and Building Mater. Vol. 16 (2002) 453-463.

Google Scholar

[23] C.X. Shi, Design and theory of masonry structures (in Chinese). (Beijing: Chinese Construction Press, 1992).

Google Scholar

[24] Y.J. Chiou, J.C. Tzeng and Y.W. Liou, J. Struct. Eng. ASCE, Vol, 125 (1999) 1109-1125.

Google Scholar

[25] T. Miha, J. Struct. Eng. ASCE, Vol. 122 (1996) 1040-1047.

Google Scholar

[26] M.A. Milad, L. Shebani and S.N. Sinha, J. Struct. Eng. Vol. 125 (1999) 600-604.

Google Scholar

[27] H. Park, R.E. Klingner and D.L. Wheat, J. Struct. Eng. ASCE, Vol. 125 (1999) 1507-1513.

Google Scholar