Pages that link to "Item:Q1271145"
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The following pages link to Limit analysis and no-tension materials (Q1271145):
Displaying 23 items.
- Singular stress fields for masonry-like vaults (Q304155) (← links)
- No-tension bodies: a reinforcement problem (Q335198) (← links)
- A thrust network approach to the equilibrium problem of unreinforced masonry vaults via polyhedral stress functions (Q366433) (← links)
- On the equilibrium and admissibility coupling in NT vaults of general shape (Q994764) (← links)
- Effects of material and geometric nonlinearities on the collapse load of masonry arches (Q1005339) (← links)
- Equilibrated divergence measure stress tensor fields for heavy masonry bodies (Q1006767) (← links)
- Limit analysis theorems for implicit standard materials: Application to the unilateral contact with dry friction and the non-associated flow rules in soils and rocks (Q1384366) (← links)
- Stable disarrangement phases arising from expansion/contraction or from simple shearing of a model granular medium (Q1623210) (← links)
- Equilibrium problems and limit analysis of masonry beams (Q1937160) (← links)
- Stable disarrangement phases of elastic aggregates: a setting for the emergence of no-tension materials with non-linear response in compression (Q2258203) (← links)
- Elasticity with hierarchical disarrangements: a field theory that admits slips and separations at multiple submacroscopic levels (Q2424155) (← links)
- On the balance equation for stresses concentrated on curves (Q2479845) (← links)
- Singular stress fields in masonry structures: Derand was right (Q2510320) (← links)
- NURBS solid modeling for the three-dimensional limit analysis of curved rigid block structures (Q2674062) (← links)
- Collapse mechanisms and the existence of equilibrium solutions for masonry bodies (Q2931287) (← links)
- An energetic view on the limit analysis of normal bodies (Q3071050) (← links)
- Processes in Masonry Bodies and the Dynamical Significance of Collapse (Q3630021) (← links)
- The Maximum Modulus Eccentricities Surface for Masonry Vaults and Limit Analysis (Q4528190) (← links)
- Homogenization of cohesive fracture in masonry structures (Q5132074) (← links)
- A note on equilibrated stress fields for no-tension bodies under gravity (Q5302829) (← links)
- Effects of size and boundary conditions on the yield strength of heterogeneous materials. (Q5955250) (← links)
- On nonlinear rheology of masonries and granular media (Q6494243) (← links)
- Applications of conic programming in non-smooth mechanics (Q6596340) (← links)