Pages that link to "Item:Q5944608"
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The following pages link to Nonholonomic elastoplastic analysis involving unilateral frictionless contact as a mixed complementarity problem (Q5944608):
Displaying 17 items.
- A finite element model for 2D elastic-plastic contact analysis of multiple Cosserat materials (Q388415) (← links)
- Second-order cone programming with warm start for elastoplastic analysis with von Mises yield criterion (Q400001) (← links)
- Complementarity problems in structural engineering: an overview (Q525366) (← links)
- Nonlinear complementarity functions for plasticity problems with frictional contact (Q660391) (← links)
- Large scale nonholonomic elastoplastic analysis using a linear complementarity formulation (Q808877) (← links)
- Nonholonomic computer analysis of elastoplastic frames (Q1122385) (← links)
- Elastoplastic analysis of structures with nonlinear hardening: A nonlinear complementarity approach (Q1309901) (← links)
- An iterative complementarity approach for elastoplastic analysis involving frictional contact (Q1423370) (← links)
- Accelerated proximal gradient method for elastoplastic analysis with von Mises yield criterion (Q1742869) (← links)
- A node-to-node scheme for three-dimensional contact problems using the scaled boundary finite element method (Q1987864) (← links)
- A scaled boundary finite element based node-to-node scheme for 2D frictional contact problems (Q2310877) (← links)
- A fast first-order optimization approach to elastoplastic analysis of skeletal structures (Q2358083) (← links)
- Inverse analyses in fracture mechanics (Q2432250) (← links)
- Two aggregate-function-based algorithms for analysis of 3D frictional contact by linear complementarity problem formulation (Q2494940) (← links)
- Complementarity framework for non linear dynamic analysis of skeletal structures with softening plastic hinges (Q2880242) (← links)
- A direct complementarity approach for the elastoplastic analysis of plane stress and plane strain structures (Q2895017) (← links)
- A linear complementarity approach to the time integration of dynamic elastic-plastic structural problems (Q6145860) (← links)
