High Performance Concrete

• Autore: Pyo Sukhoon
• Pubblicazione: Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022
• Descrizione fisica: 1 online resource (408 p.)
• Soggetto topico: History of engineering & technology; Technology: general issues
• Soggetto non controllato: 3D tomographic image; ABAQUS; abrasion; agglomeration; alkali-activated material; alkali-activator; alternative alkali-activated material; aspect ratio; attenuation factor; autogenous shrinkage; basalt fibers; bio-slime; brittle materials; C-shape magnetic probe test; calcined zeolite sand; calcium sulfoaluminate-based expansive additive; carbon nanotubes; casting method; cement-based material; cement-based materials; chloride attack; CO2 curing; colloidal silica; compressive strength; compressive stress; concrete; concrete damage plasticity model; concrete infrastructure; concrete shrinkage; CSA expansive additive; densification; densified silica fume; direct tensile strength; direct tensile test; dynamic compression; dynamic light scattering; energy absorption capacity; fiber content; fiber volume fraction; fiber/matrix bond; fibers; fibre orientation angle; filling slurry matrix; flexural test; flowability; GGBFS; graphene; graphene oxide; ground granulated blast-furnace slag; heat treatment; high performance concrete (HPC); high performance fiber reinforced concrete (HPFRC); high-performance fiber-reinforced cementitious composite; high-strength concrete; internal curing; mechanical strength; microscopic image processing; modulus of elasticity; Ms (SiO2/Na2O); multi-layer diffusion; multi-point constraint; multi-scale interface connection; multiscale finite element modeling; Na2O content; nano-Al2O3; nano-Fe2O3; nano-SiO2; nano-TiO2; nanomaterials; nanosilica; numerical simulation; physical properties; polypropylene fiber (PP); polyvinyl alcohol fiber (PVA); pore solution; porosity; porous cementitious materials; pozzolanic reaction; pre-wetted; railway sleeper; reactive powder concrete; repair; residual flexural strength; service life; setting time; shrinkage; shrinkage stress; SIFRCC; simulation; size effect; slurry-infiltrated fiber-reinforced cementitious composite; smart infrastructure; smart materials; Split Hopkinson Pressure Bars (SPHB); splitting tensile strength; static bending test; steel fiber; strength; strength development; stress-strain relationship; structural performance; sulfate attack; supplementary cementitious materials (SCMs); sustainability; temperature; toughness index; ultra high-performance concrete (UHPC); ultra-high performance fiber-reinforced concrete; ultra-high-performance concrete; ultra-high-performance steel fiber-reinforced concrete; ultrahigh-performance concrete; ultrasonic pulse velocity; workability; X-ray CT analysis; zeta potential
• Persona (resp. second.): PyoSukhoon
• Sommario/riassunto: The innovations in construction materials that have been made due to the development of different varieties of concrete have led to innovations in structural applications and design. This Special Issue mainly focuses on state-of-the-art research progress in high-performance concrete, including the effect and characteristics of fibers on the properties of high-performance concrete, the CO2 curing efficiency of high-performance cement composites, and the effect of nano materials when used in ultra-high-performance concrete. This Special Issue also contains two comprehensive review articles covering the following topics: the role of supplementary cementitious materials in ultra-high-performance concrete and recent progress in nanomaterials in cement-based materials. Readers working towards conducting research on innovative construction materials will be exposed to findings related to this topic in this Special Issue.
• Titolo autorizzato: High Performance Concrete
• Formato: Materiale a stampa
• Livello bibliografico: Monografia
• Lingua di pubblicazione: Inglese
• Record Nr.: 9910557611803321
• Lo trovi qui: Univ. Federico II