Pages that link to "Item:Q1978430"

The following pages link to A finite element model of localized deformation in frictional materials taking a strong discontinuity approach (Q1978430):

Displaying 24 items.

• Three-dimensional finite elements with embedded strong discontinuities to model failure in electromechanical coupled materials (Q459128) (← links)
• Numerical modeling of crack formation in powder forming processes (Q615797) (← links)
• AES for multiscale localization modeling in granular media (Q660233) (← links)
• Theoretical and computational issues in modelling material failure in strong discontinuity scenarios (Q704508) (← links)
• Embedded crack vs. smeared crack models: a comparison of elementwise discontinuous crack path approaches with emphasis on mesh bias (Q704572) (← links)
• An embedded strong discontinuity model for cracking of plain concrete (Q853343) (← links)
• Energy-based modeling of cohesive and cohesionless cracks via X-FEM (Q1033493) (← links)
• A finite element model for strain localization analysis of strongly discontinuous fields based on standard Galerkin approximation (Q1841030) (← links)
• A phase-field model of frictional shear fracture in geologic materials (Q2236182) (← links)
• Coupled phase-field and plasticity modeling of geological materials: from brittle fracture to ductile flow (Q2310191) (← links)
• Benchmarks for the evolution of shear localisation with large relative sliding in frictional materials (Q2384489) (← links)
• Numerical analyses of discontinuous material bifurcation: strong and weak discontinuities (Q2495568) (← links)
• On the modeling of highly localized deformations induced by material failure: the strong discontinuity approach (Q2505276) (← links)
• Influence of soil non-homogeneity on shear band evolution investigated by the numerical manifold method combined with the assumed enhanced strain method (Q2662425) (← links)
• A local thermomechanical model of friction for computing structures under extreme loading conditions (Q2894910) (← links)
• A marching cubes based failure surface propagation concept for three-dimensional finite elements with non-planar embedded strong discontinuities of higher-order kinematics (Q2952365) (← links)
• Effects of constitutive parameters on strain localization in sands (Q3084149) (← links)
• A new approach for modelling slip lines in geological materials with cohesive models (Q3160799) (← links)
• Finite element analysis of transient strain localization phenomena in frictional solids (Q3481297) (← links)
• Embedded strong discontinuity finite elements for fractured geomaterials with variable friction (Q3588032) (← links)
• Capturing strain localization behind a geosynthetic-reinforced soil wall (Q4446902) (← links)
• Study of a stabilized mixed finite element with emphasis on its numerical performance for strain localization problems (Q5387014) (← links)
• Modeling fracture propagation in a rock‐water‐air system with the assumed enhanced strain method (Q6090708) (← links)
• Investigation of the shear band evolution in soil-rock mixture using the assumed enhanced strain method with the meshes of improved numerical manifold method (Q6137949) (← links)