Limit analysis and no-tension materials
From MaRDI portal
Publication:1271145
DOI10.1016/S0749-6419(97)00055-7zbMath0911.73022MaRDI QIDQ1271145
Publication date: 9 May 1999
Published in: International Journal of Plasticity (Search for Journal in Brave)
Related Items (20)
The Maximum Modulus Eccentricities Surface for Masonry Vaults and Limit Analysis ⋮ Stable disarrangement phases arising from expansion/contraction or from simple shearing of a model granular medium ⋮ Singular stress fields for masonry-like vaults ⋮ A note on equilibrated stress fields for no-tension bodies under gravity ⋮ No-tension bodies: a reinforcement problem ⋮ Collapse mechanisms and the existence of equilibrium solutions for masonry bodies ⋮ A thrust network approach to the equilibrium problem of unreinforced masonry vaults via polyhedral stress functions ⋮ NURBS solid modeling for the three-dimensional limit analysis of curved rigid block structures ⋮ Equilibrium problems and limit analysis of masonry beams ⋮ Elasticity with hierarchical disarrangements: a field theory that admits slips and separations at multiple submacroscopic levels ⋮ Homogenization of cohesive fracture in masonry structures ⋮ On the balance equation for stresses concentrated on curves ⋮ Stable disarrangement phases of elastic aggregates: a setting for the emergence of no-tension materials with non-linear response in compression ⋮ Effects of size and boundary conditions on the yield strength of heterogeneous materials. ⋮ On the equilibrium and admissibility coupling in NT vaults of general shape ⋮ Singular stress fields in masonry structures: Derand was right ⋮ An energetic view on the limit analysis of normal bodies ⋮ Effects of material and geometric nonlinearities on the collapse load of masonry arches ⋮ Equilibrated divergence measure stress tensor fields for heavy masonry bodies ⋮ Processes in Masonry Bodies and the Dynamical Significance of Collapse
This page was built for publication: Limit analysis and no-tension materials
