Pages that link to "Item:Q1905446"

The following pages link to Shakedown theorems for some classes of nonassociative hardening elastic-plastic material models (Q1905446):

Displaying 19 items.

• Complementarity problems in structural engineering: an overview (Q525366) (← links)
• Dynamic shakedown and bounding theory for a class of nonlinear hardening discrete structural models (Q808822) (← links)
• Bounds for shakedown of cohesive-frictional materials under moving surface loads (Q837321) (← links)
• On shakedown theory for elastic-plastic materials and extensions (Q1025207) (← links)
• Modeling and computation of shakedown problems for nonlinear hardening materials (Q1209972) (← links)
• Internal-variable constitutive model for rate-independent plasticity with hardening saturation surface (Q1267109) (← links)
• Numerical shakedown analysis of damaged structures (Q1299260) (← links)
• An optimal control approach to the analysis of inelastic structures under cyclic loading (Q1400197) (← links)
• A comparative analysis of two formulations for non linear hardening plasticity models: application to shakedown analysis (Q1657683) (← links)
• Shakedown of discrete systems involving plasticity and friction (Q1658713) (← links)
• A numerical formulation and algorithm for limit and shakedown analysis of large-scale elastoplastic structures (Q1725909) (← links)
• A kinematic elastic nonshakedown theorem for implicit standard materials (Q1861147) (← links)
• Kinematic criteria of dynamic shakedown extended to nonassociative constitutive laws with saturation nonlinear hardening (Q1901516) (← links)
• A homogenized macroscopic criterion for shakedown analysis of ductile porous media with kinematical hardening matrix (Q2190128) (← links)
• A direct approach to the evaluation of structural shakedown limit considering limited kinematic hardening and non-isothermal effect (Q2280242) (← links)
• Shakedown theorems for elastic-plastic solids in the framework of gradient plasticity (Q2472848) (← links)
• A numerical model for foundation settlements due to deformation accumulation in granular soils under repeated small amplitude dynamic loading (Q2854846) (← links)
• A cycle-oriented incremental analysis of shakedown problems (Q4378851) (← links)
• Second-order cone programming approaches to static shakedown analysis in steel plasticity (Q5312754) (← links)