Dry Joint Stone Masonry Walls Subjected to In-Plane Combined Loading
Publication: Journal of Structural Engineering
Volume 131, Issue 11
Abstract
The paper presents the results of experimental research on the structural behavior of dry joint masonry. The most relevant experimental results concern the strength response of stone dry joint masonry walls subjected to in-plane combined compressive and shear loading. Significant features of the structural behavior shown by the walls are discussed and conclusions on their ultimate capacity and observed failure mechanisms are addressed. Complementarily, the application of an existing numerical model, stemming from plasticity and based on a micromodeling strategy, is also presented and discussed with regard to its capacity to simulate the obtained experimental results. The model was calibrated with data collected from complementary tests carried out on specimens and prisms made of the same type of stone. Finally, the usage of a simplified method of analysis based on a continuum of diagonal struts is also addressed.
Get full access to this article
View all available purchase options and get full access to this article.
References
Baggio, C., and Trovalusci, P. (1998). “Limit analysis for no-tension and frictional three-dimensional discrete systems.” Mech. Struct. Mach., 26(3), 287–304.
Bandis, S., Lumsden, A. C., and Barton, N. R. (1981). “Experimental studies of scale effects on the shear behaviour of rock joints.” Int. J. Rock Mech. Min. Sci., 18(1), 1–21.
Carol, I., López, C., and Roa, O. (2001). “Micromechanical analysis of quasi-brittle materials using fracture-based interface elements.” Int. J. Numer. Methods Eng., 52(1–2), 193–215.
Comité Euro-International du Béton (CEB-FIP). (1990). “CEB-FIP Model Code 1990.” Bulletin d’information 195/196, Lausanne, Switzerland.
Cundall, P. A., and Hart, R. D. (1992). “Numerical modeling of discontinua.” Eng. Comput., 9, 101–113.
Gilbert, M., and Melbourne, C. (1994). “Rigid-block analysis of masonry structures.” Struct. Eng., 72(21), 356–361.
Lemos, J. V. (1997). “Discrete element modeling of the seismic behavior of stone masonry arches.” Computer methods in structural masonry, G. N. Pande, J. Middleton, and B. Kralj, eds., E & FN Spon, London, 4, 220–227.
Lotfi, H., and Shing, P. B. (1994). “Interface model applied to fracture of masonry structures.” J. Struct. Eng., 120(1), 63–80.
Lourenço, P. B., and Ramos, L. F. (2004). “Characterization of cyclic behavior of dry masonry joints.” J. Struct. Eng., 130(5), 779–786.
Lourenço, P. B., and Rots, J. G. (1997). “Multisurface interface model for the analysis of masonry structures.” J. Eng. Mech., 123(7), 660–668.
Macchi, G. (1992). “Structural diagnosis and rehabilitation of historical buildings.” Cuadernos Intemac, 7.
Mann, W., and Müller, H. (1982). “Failure of shear-stressed masonry-an enlarged theory, tests and application to shear walls.” Proc. Br. Ceram. Soc., 30, 223–235.
Oliveira, D. V. (2003). “Experimental and numerical analysis of blocky masonry structures under cyclic loading.” PhD dissertation, Univ. of Minho, Guimarães, Portugal, available from ⟨www.civil.uminho.pt/masonry⟩.
Orduña, A., and Lourenço, P. B. (2003). “Cap model for limit analysis and strengthening of masonry structures.” J. Struct. Eng., 129(10), 1367–1375.
Page, A. W., Samarasinghe, W., and Hendry, A. W. (1980). “The failure of masonry shear walls.” Int. J. Masonry Constr., 1(2), 52–57.
Ramos, L. F. (2002). “Experimental and numerical analysis of historical masonry structures” MSc thesis, Univ. of Minho, Guimarães, Portugal, available from ⟨www.civil.uminho.pt/masonry⟩ (in Portuguese).
Sun, Z., Gerrard, C., and Stephensson, O. (1985). “Rock joint compliance tests for compression and shear loads.” Int. J. Rock Mech. Min. Sci., 22(4), 197–213.
Information & Authors
Information
Published In
Copyright
© 2005 ASCE.
History
Received: Mar 16, 2004
Accepted: Jan 31, 2005
Published online: Nov 1, 2005
Published in print: Nov 2005
Notes
Note. Associate Editor: Tso-Chien Pan
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.