Constitutive equations for no-tension materials
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Publication:1121052
DOI10.1007/BF01556706zbMath0673.73003MaRDI QIDQ1121052
T. Panzeca, Castrenze Polizzotto
Publication date: 1988
Published in: Meccanica (Search for Journal in Brave)
cracking strain statesgeneral three-dimensional stateslocal stability postulatestress statesstress-strain equations
Related Items (8)
The Maximum Modulus Eccentricities Surface for Masonry Vaults and Limit Analysis ⋮ Microstructural model for dry block masonry walls with in-plane loading ⋮ Nonlinear finite element analysis of no-tension masonry structures ⋮ No-tension solids in the presence of thermal expansion: An explicit solution ⋮ Unnamed Item ⋮ On the equilibrium and admissibility coupling in NT vaults of general shape ⋮ Constitutive equation and compatibility of the external loads for linear elastic masonry-like materials ⋮ Constitutive relations for no-tension materials
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