Reprint

New Concrete Materials: Performance Analysis and Research

Edited by
September 2024
242 pages
  • ISBN978-3-7258-2018-4 (Hardback)
  • ISBN978-3-7258-2017-7 (PDF)

This is a Reprint of the Special Issue New Concrete Materials: Performance Analysis and Research that was published in

Chemistry & Materials Science
Computer Science & Mathematics
Engineering
Environmental & Earth Sciences
Summary

With the development of civil engineering, the requirements for the performance of concrete materials are increasing, which has prompted researchers to develop many new types of concrete materials. This reprint originates from a Special Issue of Buildings titled "New Concrete Materials: Performance Analysis and Research", which aims to encourage scientists and researchers to publish their experimental and theoretical findings on new concrete materials and contribute to the promotion and citation of new concrete materials. This Special Issue includes new concrete materials developed under different usage conditions, used for preparing road bricks and piles, laying highways, and constructing buildings in marine environments. Based on different types of loads and stress characteristics, the performance of various new concrete materials was studied. Combining multi-scale analysis methods to gain a deeper understanding of the reinforcement and failure mechanisms of new concrete materials. In this Reprint, the main research results of the accepted papers in the Special Issue are summarized, and some research questions and directions are pointed out.

Format
  • Hardback
License and Copyright
© 2024 by the authors; CC BY-NC-ND license
Keywords
fiber wrapping; ribbed BFRP bar; rib geometry; seawater sea-sand concrete; bond stress–slip curve; glass fiber; expansion agent; seawater–sea-sand concrete; dynamic splitting tensile properties; Brazilian disc splitting tensile test; rubberized mortar; waste rubber powder; fly ash; glass fiber; analytic hierarchy process; environmentally friendly building material; rubber-modified non-autoclaved concrete pipe piles; drop hammer impact; impact energy; damage level; three-dimensional digital speckle technology; bond behaviour; straight steel fibre; ring-type steel fibre; rubber; recycled aggregate concrete; coal gangue; geopolymers; alkali activators; mechanical properties; microstructure; fracture performance; steel fibres; glass fibres; hybrid fibres; recycled rubber concrete; concrete; aerogel; experimental study; compressive strength; three-point bending test; thermal conductivity; seawater sea-sand concrete; glass fiber; expansion agent; steel–FRP composite bars; freezing–thawing environment; bond–slip performance; recycled aggregate concrete; anchoring behavior; pullout test; connecting plates; load–displacement response; theoretical model; internal curing; hydration temperature rise; autogenous shrinkage; cracking risk; saturated ceramsite; concrete; dredged silt; mechanical properties; drying shrinkage; microstructure