Reprint
Mechanical Research of Reinforced Concrete Materials
Edited by
November 2023
232 pages
- ISBN978-3-0365-9405-7 (Hardback)
- ISBN978-3-0365-9404-0 (PDF)
This book is a reprint of the Special Issue Mechanical Research of Reinforced Concrete Materials that was published in
Chemistry & Materials Science
Engineering
Physical Sciences
Summary
“Mechanical Research of Reinforced Concrete Materials” describes the mechanical properties of reinforced concrete materials. The topics include theoretical, experimental and numerical studies, to evaluate the general deformation response, damage evolution and failure patterns of ordinary and high-performance reinforced concrete materials under various loading conditions (e.g., quasi-static, dynamic, fatigue, and impact).
Format
- Hardback
License
© 2022 by the authors; CC BY-NC-ND license
Keywords
ultra-early-strength concrete; split Hopkinson pressure bar (SHPB); impact mechanics; dynamic response; strain rate effect; reinforced concrete slab; blast loading; residual load-bearing capacity; dynamic response; blast resistance; spherical waves; wave propagation method; particle velocity histories; linear constitutive relation of concrete; rate-dependent; coral aggregate concrete; superfine cement; aggregate modification; physical property; mechanical property; concrete workability; iron tailings; RC column; large eccentric; short-term load; bearing capacity; ductility; polyvinyl alcohol fiber; bond degradation; corrosive damage; experimental study; concrete; penetration; melting and cutting erosion; temperature; heat conduction; coupling numerical calculation; inhomogeneous concrete; SH wave; circular pipeline; complex function method; dynamic stress concentration factor; reinforced concrete slabs; blast resistance; reinforcement distribution; blast distance; anti-blast performance; model tests; coral sand; strain rate; moisture content; relative density; volumetric compressive; blast simulator; impact loading; reinforced concrete slabs; parameter studies; ultrahigh-performance concrete (UHPC); dynamic impact; static triaxial constraint; strain rate effect; failure criterion; n/a