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Advances in Sustainable Concrete System
| Advances in Sustainable Concrete System |
| Autore | Ling Yifeng |
| Pubbl/distr/stampa | Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022 |
| Descrizione fisica | 1 electronic resource (408 p.) |
| Soggetto topico |
Technology: general issues
History of engineering & technology Conservation of buildings & building materials |
| Soggetto non controllato |
high-strength concrete
energy evolution elastic strain energy brittleness evaluation index concrete humidity moisture absorption moisture desorption numerical simulation acoustic emission AE rate process theory corrosion rate damage evolution axial load precast concrete structure lattice girder semi-precast slabs bending resistance FE modelling concrete damage GSP high strength hydration strength penetrability rice husk ash sustainable concrete artificial neural networks multiple linear regression eco-friendly concrete green concrete sustainable development artificial intelligence data science machine learning bagasse ash mechanical properties natural coarse aggregate recycled coarse aggregate two-stage concrete materials design recycled concrete crumb rubber concrete crumb rubber NaOH treatment lime treatment water treatment detergent treatment compressive strength materials adhesively-bonded joint temperature aging residual strength mechanical behavior failure criterion steel slag powder compound activator mortar strength orthogonal experiment GM (0, N) model ultrafine metakaolin silica fume durability fiber-reinforced concrete damage mechanism uniaxial tension cracked concrete crack width crack depth tortuosity sustainability concrete composites sulfate and acid attacks WPFT fibers coal gangue gradation cement content unconfined compressive strength freeze-thaw cycle minimum energy dissipation principle three-shear energy yield criterion damage variable constitutive model phosphorus slag limestone sulphate-corrosion resistance volume deformation blast furnace ferronickel slag alkali-activated material dosage of activator reactive powder concrete beam-column joint FE modeling crack cementitious gravel fly ash age optimal dosage bamboo sawdust pretreatment bio-based material mechanical property self-compacting concrete supplementary cementitious materials hydration mechanisms microstructure fresh properties synthetic polymer high temperature bentonite-free drilling fluid rheology filtration FRP reinforced concrete slab punching shear strength SHAP |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910580211903321 |
Ling Yifeng
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| Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Architectural Structure
| Architectural Structure |
| Autore | Almeida Bernardo Luís Filipe |
| Pubbl/distr/stampa | Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2020 |
| Descrizione fisica | 1 electronic resource (218 p.) |
| Soggetto topico | History of engineering & technology |
| Soggetto non controllato |
recycled aggregate concrete
block masonry compressive strength carbon emission stress-strain curves outrigger wall multiple openings deep beam stiffness shear strength tall building inverted multi tee prestressed concrete precast concrete structural performance flexural analysis self-compacting concrete non-destructive test methods ultrasonic pulse velocity test surface hardness test pull-out test maturity test within-test variability normal vibrated concrete concrete structures beams & girders torsion high-strength concrete prestressing traditional slabs ceramic-reinforced slabs shear response cyclic loading natural fiber-reinforced polymers NFRP computational design tailored fiber placement coreless filament winding rapid prototyping industry 4.0 lightweight structure Geopolymer Alkali activated tensile strength deformability experimental study analytical model reinforced concrete beams fly ash alkali activated bending thin-walled I-section continuous beam local buckling longitudinal stress variation design ultimate resistance of the cross-section Rudolf Steiner anthroposophy architecture Goetheanum double-steel-concrete composite shear walls axial and bending capacity failure characteristic |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910557542303321 |
|
Almeida Bernardo Luís Filipe
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| Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2020 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Environment-Friendly Construction Materials . Volume 2
| Environment-Friendly Construction Materials . Volume 2 |
| Autore | Wu Shaopeng |
| Pubbl/distr/stampa | MDPI - Multidisciplinary Digital Publishing Institute, 2019 |
| Descrizione fisica | 1 electronic resource (256 p.) |
| Soggetto non controllato |
fluorescence spectrum
microstructure regeneration sensitivity analysis asphalt mixes limestone aggregates bio-oil plateau value of dissipated strain energy ratio diatomite water-leaching pretreatment fatigue performance ultra-thin wearing course recycling aggregate design optimization induction heating vibration noise consumption bitumen relaxation viscous-elastic temperature field evaluation healing agents transmittance Ca-alginate microcapsules artificially aged asphalt mixture sequencing batch Chlorella reactor waste concrete plant ash lixivium steel fiber ultra-high performance concrete titanate coupling agent SEM self-healing physical properties porous pumice thermal–mechanical properties aggregate morphology asphalt mortar adhesion energy styrene–butadiene–styrene (SBS) modified bitumen water solute exposure emulsified asphalt demulsification speed mineral-asphalt mixtures aging processes phase change materials surface texture long-term drying shrinkage contact angle aging depth asphalt calcium alginate capsules nitrogen and phosphorus removal micro-morphology rice husk ash low-temperature cement hydrophobic nanosilica asphalt mixture thickness combinations layered double hydroxide initial self-healing temperature environmentally friendly construction materials epoxidized soybean oil limestone chemical evolutions temperature sensitivity characteristics micro-surfacing cement emulsified asphalt mixture dynamic characteristics high-strength concrete flame retardant durability creep damping damage constitutive model Ultra-High Performance Concrete (UHPC) granite aggregate diatomite-modified asphalt mixture healing model asphalt combustion freeze-thaw cycle SBS-modified bitumen workability graphene flow behavior index fluidity parametrization fatigue property rankinite railway application crystallization sensitivity aqueous solute compositions pozzolanic reaction self-healing asphalt recycled material artificial neural network rheological properties molecular dynamic simulation building envelopes aluminum hydroxide crumb rubber optimization viscoelasticity building energy conservation diffusing anti-rutting agent molecular bridge engineered cementitious composites (ECC) pavement performance morphology colloidal structure hydrophilic nanosilica construction materials road engineering laboratory evaluation rejuvenator fatigue equation aggregates three-point bending fatigue test energy-based approach aggregate from sanitary ceramic wastes polyacrylic acid mastic CO2 specific surface area aggregate image measurement system solubilizer flexibility simplex lattice design SBS/CRP-modified bitumen water stability fatigue life rejuvenating systems skid-resistance reclaimed asphalt pavement rheology hydration characteristic surface energy modified asphalt materials asphalt pavement stripping test SOD tensile stresses ultraviolet radiation basalt fiber “blue-shift” polyvinyl alcohol sanitary ceramics dynamic moduli aggregate characteristics compound modify expanded graphite steel slag induced healing thermal property effective heating depth dissipated strain energy MDA mechanical behavior plateau value of permanent deformation ratio long-term field service crack healing desulphurization gypsum residues pavement failure rejuvenation interfacial transition zone combination polyethylene glycol adsorption tensile strains cold recycled asphalt mixture resistance to deformations asphalt-aggregate adhesion viscoelastic properties damage evolution carbonation microwave heating amorphous silica high-modulus asphalt mixture (HMAM) hot mix asphalt containing recycled concrete aggregate microfluidic dynamic responses concrete asphalt mastic crumb rubber powder response surface methodology nanomaterial self-compacting concrete (SCC) rutting factor X-ray computed tomography fiber modification overlay tester rubber modified asphalt ageing aged bitumen aged asphalt recycling damage characteristics dynamic tests permeation ageing resistance |
| ISBN | 3-03921-015-7 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910346837903321 |
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Wu Shaopeng
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| MDPI - Multidisciplinary Digital Publishing Institute, 2019 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Environment-Friendly Construction Materials . Volume 1
| Environment-Friendly Construction Materials . Volume 1 |
| Autore | Wu Shaopeng |
| Pubbl/distr/stampa | MDPI - Multidisciplinary Digital Publishing Institute, 2019 |
| Descrizione fisica | 1 electronic resource (280 p.) |
| Soggetto non controllato |
fluorescence spectrum
microstructure regeneration sensitivity analysis asphalt mixes limestone aggregates bio-oil plateau value of dissipated strain energy ratio diatomite water-leaching pretreatment fatigue performance ultra-thin wearing course recycling aggregate design optimization induction heating vibration noise consumption bitumen relaxation viscous-elastic temperature field evaluation healing agents transmittance Ca-alginate microcapsules artificially aged asphalt mixture sequencing batch Chlorella reactor waste concrete plant ash lixivium steel fiber ultra-high performance concrete titanate coupling agent SEM self-healing physical properties porous pumice thermal–mechanical properties aggregate morphology asphalt mortar adhesion energy styrene–butadiene–styrene (SBS) modified bitumen water solute exposure emulsified asphalt demulsification speed mineral-asphalt mixtures aging processes phase change materials surface texture long-term drying shrinkage contact angle aging depth asphalt calcium alginate capsules nitrogen and phosphorus removal micro-morphology rice husk ash low-temperature cement hydrophobic nanosilica asphalt mixture thickness combinations layered double hydroxide initial self-healing temperature environmentally friendly construction materials epoxidized soybean oil limestone chemical evolutions temperature sensitivity characteristics micro-surfacing cement emulsified asphalt mixture dynamic characteristics high-strength concrete flame retardant durability creep damping damage constitutive model Ultra-High Performance Concrete (UHPC) granite aggregate diatomite-modified asphalt mixture healing model asphalt combustion freeze-thaw cycle SBS-modified bitumen workability graphene flow behavior index fluidity parametrization fatigue property rankinite railway application crystallization sensitivity aqueous solute compositions pozzolanic reaction self-healing asphalt recycled material artificial neural network rheological properties molecular dynamic simulation building envelopes aluminum hydroxide crumb rubber optimization viscoelasticity building energy conservation diffusing anti-rutting agent molecular bridge engineered cementitious composites (ECC) pavement performance morphology colloidal structure hydrophilic nanosilica construction materials road engineering laboratory evaluation rejuvenator fatigue equation aggregates three-point bending fatigue test energy-based approach aggregate from sanitary ceramic wastes polyacrylic acid mastic CO2 specific surface area aggregate image measurement system solubilizer flexibility simplex lattice design SBS/CRP-modified bitumen water stability fatigue life rejuvenating systems skid-resistance reclaimed asphalt pavement rheology hydration characteristic surface energy modified asphalt materials asphalt pavement stripping test SOD tensile stresses ultraviolet radiation basalt fiber “blue-shift” polyvinyl alcohol sanitary ceramics dynamic moduli aggregate characteristics compound modify expanded graphite steel slag induced healing thermal property effective heating depth dissipated strain energy MDA mechanical behavior plateau value of permanent deformation ratio long-term field service crack healing desulphurization gypsum residues pavement failure rejuvenation interfacial transition zone combination polyethylene glycol adsorption tensile strains cold recycled asphalt mixture resistance to deformations asphalt-aggregate adhesion viscoelastic properties damage evolution carbonation microwave heating amorphous silica high-modulus asphalt mixture (HMAM) hot mix asphalt containing recycled concrete aggregate microfluidic dynamic responses concrete asphalt mastic crumb rubber powder response surface methodology nanomaterial self-compacting concrete (SCC) rutting factor X-ray computed tomography fiber modification overlay tester rubber modified asphalt ageing aged bitumen aged asphalt recycling damage characteristics dynamic tests permeation ageing resistance |
| ISBN | 3-03921-013-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910346838003321 |
|
Wu Shaopeng
|
||
| MDPI - Multidisciplinary Digital Publishing Institute, 2019 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Environment-Friendly Construction Materials . Volume 3
| Environment-Friendly Construction Materials . Volume 3 |
| Autore | Wu Shaopeng |
| Pubbl/distr/stampa | MDPI - Multidisciplinary Digital Publishing Institute, 2019 |
| Descrizione fisica | 1 electronic resource (270 p.) |
| Soggetto non controllato |
fluorescence spectrum
microstructure regeneration sensitivity analysis asphalt mixes limestone aggregates bio-oil plateau value of dissipated strain energy ratio diatomite water-leaching pretreatment fatigue performance ultra-thin wearing course recycling aggregate design optimization induction heating vibration noise consumption bitumen relaxation viscous-elastic temperature field evaluation healing agents transmittance Ca-alginate microcapsules artificially aged asphalt mixture sequencing batch Chlorella reactor waste concrete plant ash lixivium steel fiber ultra-high performance concrete titanate coupling agent SEM self-healing physical properties porous pumice thermal–mechanical properties aggregate morphology asphalt mortar adhesion energy styrene–butadiene–styrene (SBS) modified bitumen water solute exposure emulsified asphalt demulsification speed mineral-asphalt mixtures aging processes phase change materials surface texture long-term drying shrinkage contact angle aging depth asphalt calcium alginate capsules nitrogen and phosphorus removal micro-morphology rice husk ash low-temperature cement hydrophobic nanosilica asphalt mixture thickness combinations layered double hydroxide initial self-healing temperature environmentally friendly construction materials epoxidized soybean oil limestone chemical evolutions temperature sensitivity characteristics micro-surfacing cement emulsified asphalt mixture dynamic characteristics high-strength concrete flame retardant durability creep damping damage constitutive model Ultra-High Performance Concrete (UHPC) granite aggregate diatomite-modified asphalt mixture healing model asphalt combustion freeze-thaw cycle SBS-modified bitumen workability graphene flow behavior index fluidity parametrization fatigue property rankinite railway application crystallization sensitivity aqueous solute compositions pozzolanic reaction self-healing asphalt recycled material artificial neural network rheological properties molecular dynamic simulation building envelopes aluminum hydroxide crumb rubber optimization viscoelasticity building energy conservation diffusing anti-rutting agent molecular bridge engineered cementitious composites (ECC) pavement performance morphology colloidal structure hydrophilic nanosilica construction materials road engineering laboratory evaluation rejuvenator fatigue equation aggregates three-point bending fatigue test energy-based approach aggregate from sanitary ceramic wastes polyacrylic acid mastic CO2 specific surface area aggregate image measurement system solubilizer flexibility simplex lattice design SBS/CRP-modified bitumen water stability fatigue life rejuvenating systems skid-resistance reclaimed asphalt pavement rheology hydration characteristic surface energy modified asphalt materials asphalt pavement stripping test SOD tensile stresses ultraviolet radiation basalt fiber “blue-shift” polyvinyl alcohol sanitary ceramics dynamic moduli aggregate characteristics compound modify expanded graphite steel slag induced healing thermal property effective heating depth dissipated strain energy MDA mechanical behavior plateau value of permanent deformation ratio long-term field service crack healing desulphurization gypsum residues pavement failure rejuvenation interfacial transition zone combination polyethylene glycol adsorption tensile strains cold recycled asphalt mixture resistance to deformations asphalt-aggregate adhesion viscoelastic properties damage evolution carbonation microwave heating amorphous silica high-modulus asphalt mixture (HMAM) hot mix asphalt containing recycled concrete aggregate microfluidic dynamic responses concrete asphalt mastic crumb rubber powder response surface methodology nanomaterial self-compacting concrete (SCC) rutting factor X-ray computed tomography fiber modification overlay tester rubber modified asphalt ageing aged bitumen aged asphalt recycling damage characteristics dynamic tests permeation ageing resistance |
| ISBN | 3-03921-017-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910346837803321 |
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Wu Shaopeng
|
||
| MDPI - Multidisciplinary Digital Publishing Institute, 2019 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
High Performance Concrete
| High Performance Concrete |
| Autore | Pyo Sukhoon |
| Pubbl/distr/stampa | Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022 |
| Descrizione fisica | 1 electronic resource (408 p.) |
| Soggetto topico |
Technology: general issues
History of engineering & technology |
| Soggetto non controllato |
ultrahigh-performance concrete
nanosilica dynamic light scattering zeta potential pore solution alkali-activator GGBFS Na2O content Ms (SiO2/Na2O) workability setting time steel fiber fiber content aspect ratio toughness index high-strength concrete fibers smart materials fiber/matrix bond physical properties heat treatment alkali-activated material calcium sulfoaluminate-based expansive additive concrete shrinkage modulus of elasticity shrinkage stress SIFRCC fiber volume fraction direct tensile strength energy absorption capacity direct tensile test carbon nanotubes cement-based materials concrete infrastructure graphene graphene oxide mechanical strength nanomaterials nano-Al2O3 nano-Fe2O3 nano-SiO2 nano-TiO2 smart infrastructure slurry-infiltrated fiber-reinforced cementitious composite high-performance fiber-reinforced cementitious composite compressive stress stress-strain relationship filling slurry matrix bio-slime sulfate attack chloride attack service life multi-layer diffusion repair concrete dynamic compression Split Hopkinson Pressure Bars (SPHB) brittle materials simulation calcined zeolite sand ultra-high-performance concrete pre-wetted autogenous shrinkage internal curing reactive powder concrete strength basalt fibers abrasion porosity microscopic image processing X-ray CT analysis porous cementitious materials 3D tomographic image CO2 curing size effect colloidal silica cement-based material casting method ultra-high performance fiber-reinforced concrete densified silica fume agglomeration pozzolanic reaction densification alternative alkali-activated material ground granulated blast-furnace slag strength development CSA expansive additive ultrasonic pulse velocity temperature high performance concrete (HPC) C-shape magnetic probe test fibre orientation angle flexural test attenuation factor ultra-high-performance steel fiber-reinforced concrete multiscale finite element modeling multi-point constraint multi-scale interface connection concrete damage plasticity model ABAQUS ultra high-performance concrete (UHPC) supplementary cementitious materials (SCMs) sustainability compressive strength flowability shrinkage railway sleeper static bending test numerical simulation structural performance high performance fiber reinforced concrete (HPFRC) polypropylene fiber (PP) polyvinyl alcohol fiber (PVA) residual flexural strength splitting tensile strength |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910557611803321 |
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Pyo Sukhoon
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| Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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New Frontiers in Cementitious and Lime-Based Materials and Composites
| New Frontiers in Cementitious and Lime-Based Materials and Composites |
| Autore | Signorini Cesare |
| Pubbl/distr/stampa | Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022 |
| Descrizione fisica | 1 electronic resource (264 p.) |
| Soggetto topico |
Technology: general issues
History of engineering & technology |
| Soggetto non controllato |
durability
hardened properties green composite fresh properties recycled concrete aggregates natural coarse aggregates enzyme-induced calcite precipitation microbial-induced calcite precipitation geotechnical engineering geoenvironmental engineering precast concrete wall interfacial bonding strength joint concrete interface processing washed rough surface roughness storage time cement mortar End-of-Life Tyre waste surface treatment compressive strength flexural strength workability fly ash freezing shaft sinking shaft lining structure uneven pressure hybrid fiber-reinforced concrete crack autogenous self-healing curing conditions supplementary cementitious materials (SCMs) GRC-PC integrated wall panels composite method shrinkage properties dissipation energy density high-strength concrete Weibull distribution damage mechanics constitutive model repeated impact ACI 544-2R high temperatures fire residual strength lime-cement mortar air-entrained agent heritage conservation reconstruction and restoration of historical buildings properties mechanical electrical resistivity ecofriendly ternary concrete SCBA SF coastal cemented soil nano silica iron tailings mechanical properties microscopic mechanism granite dust stabilizer particle size plasticity unconfined compression strength cement lime sustainable materials fibre-reinforced composite recycled aggregates |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910566480503321 |
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Signorini Cesare
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| Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Testing of Materials and Elements in Civil Engineering . Volume 2
| Testing of Materials and Elements in Civil Engineering . Volume 2 |
| Pubbl/distr/stampa | Basel, Switzerland : , : MDPI - Multidisciplinary Digital Publishing Institute, , 2021 |
| Descrizione fisica | 1 electronic resource (578 pages) |
| Soggetto topico | Technology |
| Soggetto non controllato |
rock bolt
grouting quality dynamic response natural frequency finite element method monitoring historical masonry wall hygrothermal processes internal insulation testing of building materials test uncertainty validation of test methods sustainable test methods recycling foamed asphalt mixtures with cement (FAC) base layer reclaimed asphalt pavement (RAP) fatigue durability GFRP FRP reinforcement shear capacity reinforced concrete beams column stiffness FRCM PBO mesh PBO–FRCM carpentry joints scarf and splice joints stop-splayed scarf joints (‘bolt of lightning’) static behaviour experimental research concrete non-destructive testing ultrasounds ultrasonic tomography acoustic methods defects diagnostic detection convolutional neural networks transfer learning monitoring FBG power transmission tower civil engineering X-ray microtomography microstructure characteristics infiltration damage high-strength concrete steel fibres flexural tensile strength fracture energy numerical analysis concrete floors compressive strength strength distribution industrial floors ultrasound tests ventilated facades large-scale facade model fire safety fiber cement board large-slab ceramic tile plasterboards moisture content hydration processes mechanical properties ultrasound measurements ESD resin expansion joint quasi-plastic material energy absorption asphalt mix compaction index volumetric parameters stiffness modulus moisture resistance roughness texture close-range photogrammetry bond strength random field generation semivariograms hybrid truss bridge steel–concrete connection joint mechanical behavior failure mode strain static test static elastic modulus dynamic elastic modulus machine learning P-wave S-wave resonance frequency test nondestructive method Al–Ti laminate fracture acoustic emission diagnostic pattern recognition clustering AE signal storage systems tab connector flexural test capable design moment restrained ring test autogenous shrinkage cracking concrete cracking test concrete shrinkage cracking test restrined ring calibration cement–fiber boards acoustic emission method k-means algorithm wavelet analysis fiber composites ground penetrating radar (GPR) HMA dielectric constant road pavement thickness estimation early age concrete damage processes detection before loading strength of structures aggregate classification wire mesh roundness tilting angle opening size concrete centrifugation morphology image processing porosity cement waste paper sludge ash (WPSA) controlled low-strength material (CLSM) unconfined compressive strength bearing capacity backfill material P-wave velocity amplitude attenuation resistivity CT scan sandstone damage variable nuclear magnetic resonance spin-lattice relaxometry proton hydration kinetics superplasticizer ready-mixed concrete construction material quality assessment conformity criteria statistical-fuzzy method FRTP rivet connection polyethylene pipe mechanical properties of polyethylene resistance strain computer simulation residual shear stress particle crushing ring shear test particle flow code (PFC2D) frictional work fibre-reinforced concrete recycled steel fibres micro-computed tomography scanning electron microscopy tensile strength reinforced concrete diagnostic testing corrosion carbonation galvanostatic pulse method phase composition analysis X-ray analysis thermal analysis quasi-brittle cement composites low-module polypropylene fibres elastic range digital image correlation Arcan shear test wood orthotropic shear modulus elastic-plastic material shear wave velocity sand bender elements test grain-size characteristics complex modulus shrinkage analysis reclaimed asphalt mineral–cement emulsion mixtures cement dusty by-products (UCPPs) degradation of glass panels effective area ratio relative mass loss visible light transmittance windblown sand wood-plastic composites methods of testing resistance to fungi methods of assessment ground-penetrating radar (GPR) non-destructive techniques (NDT) corrosion of reinforcement slip resistance granite floor slip resistance value ramp test acceptance angle sliding friction coefficient comparability of test methods wall temperature fibre bragg grating sensors freeze-thaw cycles signal analysis short-time Fourier transform fast Fourier transform brine sodium chloride X-ray partition walls brick walls bending strength cracking post-tension cable girder destructive test non-destructive test structural health monitoring safety monitoring fibre Bragg grating mining areas strain/stress distribution geopolymer concrete fly-ash bottom-ash neural network sustainability industrial waste management flexural strength cladding AE acoustic emission micro-events sound spectrum traditional and quasi-brittle cement composites residual-state creep saturation front landslides erosional stability laboratory testing grout mixtures groundwater test apparatus testing building materials elements |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910557365603321 |
| Basel, Switzerland : , : MDPI - Multidisciplinary Digital Publishing Institute, , 2021 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Testing of Materials and Elements in Civil Engineering . Volume 1
| Testing of Materials and Elements in Civil Engineering . Volume 1 |
| Pubbl/distr/stampa | Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2021 |
| Descrizione fisica | 1 electronic resource (510 pages) |
| Soggetto topico | Technology |
| Soggetto non controllato |
rock bolt
grouting quality dynamic response natural frequency finite element method monitoring historical masonry wall hygrothermal processes internal insulation testing of building materials test uncertainty validation of test methods sustainable test methods recycling foamed asphalt mixtures with cement (FAC) base layer reclaimed asphalt pavement (RAP) fatigue durability GFRP FRP reinforcement shear capacity reinforced concrete beams column stiffness FRCM PBO mesh PBO–FRCM carpentry joints scarf and splice joints stop-splayed scarf joints (‘bolt of lightning’) static behaviour experimental research concrete non-destructive testing ultrasounds ultrasonic tomography acoustic methods defects diagnostic detection convolutional neural networks transfer learning monitoring FBG power transmission tower civil engineering X-ray microtomography microstructure characteristics infiltration damage high-strength concrete steel fibres flexural tensile strength fracture energy numerical analysis concrete floors compressive strength strength distribution industrial floors ultrasound tests ventilated facades large-scale facade model fire safety fiber cement board large-slab ceramic tile plasterboards moisture content hydration processes mechanical properties ultrasound measurements ESD resin expansion joint quasi-plastic material energy absorption asphalt mix compaction index volumetric parameters stiffness modulus moisture resistance roughness texture close-range photogrammetry bond strength random field generation semivariograms hybrid truss bridge steel–concrete connection joint mechanical behavior failure mode strain static test static elastic modulus dynamic elastic modulus machine learning P-wave S-wave resonance frequency test nondestructive method Al–Ti laminate fracture acoustic emission diagnostic pattern recognition clustering AE signal storage systems tab connector flexural test capable design moment restrained ring test autogenous shrinkage cracking concrete cracking test concrete shrinkage cracking test restrined ring calibration cement–fiber boards acoustic emission method k-means algorithm wavelet analysis fiber composites ground penetrating radar (GPR) HMA dielectric constant road pavement thickness estimation early age concrete damage processes detection before loading strength of structures aggregate classification wire mesh roundness tilting angle opening size concrete centrifugation morphology image processing porosity cement waste paper sludge ash (WPSA) controlled low-strength material (CLSM) unconfined compressive strength bearing capacity backfill material P-wave velocity amplitude attenuation resistivity CT scan sandstone damage variable nuclear magnetic resonance spin-lattice relaxometry proton hydration kinetics superplasticizer ready-mixed concrete construction material quality assessment conformity criteria statistical-fuzzy method FRTP rivet connection polyethylene pipe mechanical properties of polyethylene resistance strain computer simulation residual shear stress particle crushing ring shear test particle flow code (PFC2D) frictional work fibre-reinforced concrete recycled steel fibres micro-computed tomography scanning electron microscopy tensile strength reinforced concrete diagnostic testing corrosion carbonation galvanostatic pulse method phase composition analysis X-ray analysis thermal analysis quasi-brittle cement composites low-module polypropylene fibres elastic range digital image correlation Arcan shear test wood orthotropic shear modulus elastic-plastic material shear wave velocity sand bender elements test grain-size characteristics complex modulus shrinkage analysis reclaimed asphalt mineral–cement emulsion mixtures cement dusty by-products (UCPPs) degradation of glass panels effective area ratio relative mass loss visible light transmittance windblown sand wood-plastic composites methods of testing resistance to fungi methods of assessment ground-penetrating radar (GPR) non-destructive techniques (NDT) corrosion of reinforcement slip resistance granite floor slip resistance value ramp test acceptance angle sliding friction coefficient comparability of test methods wall temperature fibre bragg grating sensors freeze-thaw cycles signal analysis short-time Fourier transform fast Fourier transform brine sodium chloride X-ray partition walls brick walls bending strength cracking post-tension cable girder destructive test non-destructive test structural health monitoring safety monitoring fibre Bragg grating mining areas strain/stress distribution geopolymer concrete fly-ash bottom-ash neural network sustainability industrial waste management flexural strength cladding AE acoustic emission micro-events sound spectrum traditional and quasi-brittle cement composites residual-state creep saturation front landslides erosional stability laboratory testing grout mixtures groundwater test apparatus testing building materials elements |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910557719003321 |
| Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2021 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||