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Computational Methods for Fracture

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No disponible.

Palabras clave – provistas por la editorial

Brittle Fracture; n/a; microstructure; fatigue crack growth; fracture process zone (FPZ); crack shape change; fracture network modeling; Mohr-Coulomb; fracture; SBFEM; topological insulator; fatigue; progressive collapse analysis; Phase-field model; loss of key components; concrete creep; compressive stress; rail squats; cracks; force transfer; rolling contact; damage-plasticity model; implicit gradient-enhancement; extended scaled boundary finite element method (X-SBFEM); three-parameter model; LEFM; overall stability; EPB shield machine; metallic glass matrix composite; phase field; reinforced concrete core tube; bulk damage; ductility; thermomechanical analysis; incompatible approximation; moderate fire; finite element simulations; shear failure; FSDT; gradient-enhanced model; prestressing stress; self-healing; peridynamics; damage-healing mechanics; stress intensity factors; damage; dam stress zones; shear band; rock fracture; random fracture; surface crack; plate; steel reinforced concrete frame; super healing; brittle material; geometric phase; FE analysis; grouting; rock; elastoplastic behavior; parameters calibration; screened-Poisson model; anisotropic; numerical simulation; Discontinuous Galerkin; brittle fracture; XFEM/GFEM; topological photonic crystal; photonic orbital angular momentum; conditioned sandy pebble; yielding region; finite element analysis; fluid–structure interaction; cracking risk; Mindlin; ABAQUS UEL; particle element model; HSDT; cell-based smoothed-finite element method (CS-FEM); the Xulong arch dam

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Información

Tipo de recurso:

libros

ISBN electrónico

978-3-03921-687-1

País de edición

Suiza

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