On the numerical solution of equilibrium problems for elastic solids with bounded tensile strength
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Abstract This paper proposes a numerical method for the solution of equilibrium problems of elastic solids with bounded tensile strength. Some boundary-value problems are solved numerically and the solution obtained is compared to the exact one. Finally, a masonry spherical dome subjected to its own weight and to a point load at the crown is studied.
[1] A. Kooharian. Limit Analysis of Voussoir (Segmental) and Concrete Archs , 1952 .
[2] Jacques Heyman,et al. The stone skeleton , 1995 .
[3] Cristina Padovani,et al. Constitutive Equations for Masonry-Like Materials , 1989 .
[4] Massimiliano Lucchesi,et al. A numerical method for solving equilibrium problems of masonry-like solids , 1994 .
[5] An approach to the problem of closure in non-linear stochastic mechanics , 1994 .