A continuous energy-based numerical approach to predict fracture mechanisms in masonry structures: CDF method

Author:

Iannuzzo A.,Block P.,Angelillo M.,Gesualdo A.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modelling and Simulation,Civil and Structural Engineering

Reference91 articles.

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2. Limit analysis of masonry block structures with non-associative frictional joints using linear programming;Gilbert;Comput Struct,2006

3. Limit analysis of 3D masonry block structures with non-associative frictional joints using cone programming;Portioli;Comput Struct,2014

4. D’Ayala D, Casapulla C. Limit state analysis of hemispherical domes with finite friction. Historical constructions, possibilities of numerical and experimental techniques; 2001. p. 617–26.

5. Three-dimensional limit analysis of rigid blocks assemblages. Part I: Torsion failure on frictional interfaces and limit analysis formulation;Orduña;Int J Solids Struct,2005

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