Reprint

Modeling and Analysis of Damage and Failure of Concrete-Like, Brittle and Quasi-brittle Materials

Edited by
April 2024
330 pages
  • ISBN978-3-7258-0494-8 (Hardback)
  • ISBN978-3-7258-0493-1 (PDF)

This book is a reprint of the Special Issue Modeling and Analysis of Damage and Failure of Concrete-Like, Brittle and Quasi-brittle Materials that was published in

Chemistry & Materials Science
Engineering
Physical Sciences
Summary

The modeling and analysis of the damage and failure of materials and structures is an active and persistent challenge in computational mechanics, materials, and various scientific and industrial fields. This reprint provides an informative and stimulating forum to enhance academic communications on this challenging topic, focusing on the development and applications of computational theories, numerical and experimental methods, models, and algorithms for modeling and analyzing the damage and failure of concrete-like, brittle, and quasi-brittle materials and structures.

Format
  • Hardback
License and Copyright
© 2024 by the authors; CC BY-NC-ND license
Keywords
bond–slip relationship; engineering cementitious composites; finite element model; high-strength stainless steel wire mesh; ca-alginate; protonation theory; cement-based materials; internal curing; self-healing; engineered cementitious composites; damage constitutive model; stress–strain relationship; tensile performance; monotonic uniaxial tensile test; environment-friendship; mortar; seawater and sea sand; strength and damage; manufactured sand; UHPC; curing methods; mechanical properties; bond strength; precast utility tunnel; concrete damage; spiral stirrup; finite element; ductility; planar structures; vibration mode; modal strain energy; relatively weak areas; quantification and visualization; bond-based peridynamics theory; quasi-brittle materials; thermo-mechanical coupling; crack propagation; concrete sleeper; damage form; damage mechanisms; longitudinal crack; transversal crack; limit state method; cement mortar slab; impact cracking; CDEM; hammerhead shape; impact velocity; prefabricated SSPCM granary wall; green grain storage; heat transfer characteristics; thermal conductivity; peridynamics; traction-associated peridynamic motion equation; traction boundary condition; bond-based constitutive model; peridynamics; improved micropolar model; RC shear walls; numerical simulation; impact failure; peridynamics; impact response of ceramics; zero-energy mode; kinetic energy; bond-breaking criterion; concrete; hysteretic behavior; energy dissipation; cyclic loading; smeared crack model; numerical simulation; dynamic behavior; high-strength steel-fiber-reinforced concrete; rapid hardening; compressive performance; strain rate; curing age; foundry wastes; ceramic mold shells; paraffin wax; eco-friendly mortars; freeze–thaw performance