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http://dx.doi.org/10.12989/sem.2010.34.3.391

Constitutive law of grouted concrete block masonry in plain stress state  

Lipeng, Liu (School of Transportation Science and Technology, Harbin Institute of Technology)
Zonglin, Wang (School of Transportation Science and Technology, Harbin Institute of Technology)
Changhai, Zhai (School of Civil Engineering, Harbin Institute of Technology)
Ximei, Zhai (School of Civil Engineering, Harbin Institute of Technology)
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Structural Engineering and Mechanics / v.34, no.3, 2010 , pp. 391-394 More about this Journal
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1 Baqi, A., Bhandari, N.M. and Trikha, D.N. (1999), "Experimental study of prestressed masonry flexural elements", J. Struct. Eng-ASCE, 125(3), 245-254.   DOI   ScienceOn
2 Liu, L.P. (2005), Research on Biaxial Loading Experiment of Grouted Concrete Block Masonry and the Constitutive Model, PhD Thesis, Harbin Institute of Technology, Harbin, China. (in Chinese)
3 Alshebani, M.M. and Sinha, S.N. (2000), "Stress-strain characteristics of brick masonry under cyclic biaxial compression", J. Struct. Eng-ASCE, 126(9), 1004-1007.   DOI   ScienceOn
4 Dhanasekar, M., Kleeman, P.W. and Page, A.W. (1985), "Biaxial stress-strain relations for brick masonry", J. Struct. Eng-ASCE, 111(5), 1085-1100.
5 Sargin, M. (1971), "Stress-strain relationships for concrete and the analysis of structural concrete sections", Study No. 4, Solid Mechanics Division, University of Waterloo, Waterloo Ontario, Canada.
6 Madan, A., Reinhorn, A.M., Mander, J.B. and Valles, R.E. (1997), "Modeling of masonry infill panels for structural analysis", J. Struct. Eng-ASCE, 123(10), 1295-1302.   DOI   ScienceOn
7 Priestley, M.J.N. and Elder, D.M. (1983), "Stress-strain curves for unconfined and confined concrete masonry", ACI Struct. J., 80(3), 192-201.
8 Romano, F., Ganduscio, S. and Zingone, G. (1993), "Cracked nonlinear masonry stability under vertical and lateral loads", J. Struct. Eng-ASCE, 119(1), 69-87.   DOI