Reprint

Computational Methods for Fracture

Edited by
October 2019
404 pages
  • ISBN978-3-03921-686-4 (Paperback)
  • ISBN978-3-03921-687-1 (PDF)

This book is a reprint of the Special Issue Computational Methods for Fracture that was published in

Biology & Life Sciences
Chemistry & Materials Science
Computer Science & Mathematics
Engineering
Environmental & Earth Sciences
Physical Sciences
Summary

This book offers a collection of 17 scientific papers about the computational modeling of fracture. Some of the manuscripts propose new computational methods and/or how to improve existing cutting edge methods for fracture. These contributions can be classified into two categories: 1. Methods which treat the crack as strong discontinuity such as peridynamics, scaled boundary elements or specific versions of the smoothed finite element methods applied to fracture and 2. Continuous approaches to fracture based on, for instance, phase field models or continuum damage mechanics. On the other hand, the book also offers a wide range of applications where state-of-the-art techniques are employed to solve challenging engineering problems such as fractures in rock, glass, concrete. Also, larger systems such as fracture in subway stations due to fire, arch dams, or concrete decks are studied.

Format
  • Paperback
License
© 2019 by the authors; CC BY-NC-ND license
Keywords
plate; FSDT; HSDT; Mindlin; incompatible approximation; fracture; screened-Poisson model; gradient-enhanced model; damage-plasticity model; implicit gradient-enhancement; rock; shear failure; elastoplastic behavior; extended scaled boundary finite element method (X-SBFEM); stress intensity factors; fracture process zone (FPZ); thermomechanical analysis; moderate fire; finite element simulations; metallic glass matrix composite; finite element analysis; shear band; microstructure; ductility; peridynamics; fatigue; rolling contact; damage; rail squats; cracks; steel reinforced concrete frame; reinforced concrete core tube; progressive collapse analysis; loss of key components; self-healing; damage-healing mechanics; super healing; anisotropic; brittle material; Brittle Fracture; cell-based smoothed-finite element method (CS-FEM); Phase-field model; ABAQUS UEL; the Xulong arch dam; yielding region; cracking risk; overall stability; dam stress zones; concrete creep; prestressing stress; compressive stress; FE analysis; force transfer; grouting; fracture network modeling; numerical simulation; fluid–structure interaction; bulk damage; brittle fracture; rock fracture; random fracture; Mohr-Coulomb; Discontinuous Galerkin; EPB shield machine; conditioned sandy pebble; particle element model; parameters calibration; geometric phase; photonic orbital angular momentum; topological insulator; topological photonic crystal; fatigue crack growth; surface crack; crack shape change; three-parameter model; LEFM; XFEM/GFEM; SBFEM; phase field; n/a