Pages that link to "Item:Q2310033"

The following pages link to Modified Newton methods for solving fully monolithic phase-field quasi-static brittle fracture propagation (Q2310033):

Displaying 14 items.

• Geometrically exact beam theory with embedded strong discontinuities for the modeling of failure in structures. I: Formulation and finite element implementation (Q6094675) (← links)
• Performance of acceleration techniques for staggered phase-field solutions (Q6094688) (← links)
• A chemo-thermo-mechanical coupled phase field framework for failure in thermal barrier coatings (Q6097589) (← links)
• Standard gradient models and application to continuum damage in shell structures (Q6113497) (← links)
• Dynamic hydraulic fracturing in partially saturated porous media (Q6116099) (← links)
• A modified combined active-set Newton method for solving phase-field fracture into the monolithic limit (Q6171222) (← links)
• Phase-field description of fracture in NiTi single crystals (Q6185239) (← links)
• An arc-length control technique for solving quasi-static fracture problems with phase field models and a staggered scheme (Q6540754) (← links)
• Phase field modeling of coupled crystal plasticity and deformation twinning in polycrystals with monolithic and splitting solvers (Q6553290) (← links)
• Phase-field modeling of brittle fracture in a 3D polycrystalline material via an adaptive isogeometric-meshfree approach (Q6554334) (← links)
• A hybrid adaptive finite element phase-field method for quasi-static and dynamic brittle fracture (Q6554528) (← links)
• A dissipation-based path-following technique for the phase-field approach to brittle and ductile fracture (Q6555537) (← links)
• Stress triaxiality and lode angle parameters driven phase field coupled finite deformation plasticity formulation of ductile fracture (Q6643598) (← links)
• A novel phase-field monolithic scheme for brittle crack propagation based on the limited-memory BFGS method with adaptive mesh refinement (Q6648572) (← links)