Three-dimensional limit analysis of rigid blocks assemblages. Part I: Torsion failure on frictional interfaces and limit analysis formulation

Author:

Orduña A.,Lourenço P.B.

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Modeling and Simulation

Reference17 articles.

1. Limit analysis for no-tension and frictional three-dimensional discrete systems;Baggio;Mech. Struct. Mach.,1998

2. Begg, D., Fishwick, R., 1995. Numerical analysis of rigid block structures including sliding. In: Middleton, J., Pande, G. (Eds.), Computer Methods in Structural Masonry, vol. 3, Portugal, pp. 177–183

3. Casapulla, C., D’Ayala, D., 2001. Lower-bound approach to the limit analysis of 3D vaulted block masonry structures. In: Hughes, T.G., Pande, G.N. (Eds.), Computer Methods in Structural Masonry, vol. 5, Rome, Italy, pp. 177–183

4. Limit analysis of frictional block assemblies as a mathematical program with complementarity constraints;Ferris;Int. J. Mech. Sci.,2001

5. Planar sliding with dry friction. Part 1. Limit surface and moment function;Goyal;Wear,1991

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