ScholarWorks@Hanyang University: Yoo, Doo Yeol

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Yoo, Doo Yeol (류두열)

COLLEGE OF ENGINEERING (SCHOOL OF ARCHITECTURAL ENGINEERING)

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Tel 02-2220-2373
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Ultrahighperformance concrete:38||Ultrahighperformance fiberreinforced concrete:32||Steel fiber:19||Flexure:12||Tensile performance:11||Steel fibers:10||Mechanical properties:10||ultrahighperformance fiberreinforced concrete:9||Polyethylene fiber:9||Pullout resistance:9||Sectional analysis:8||Straight steel fiber:8||Flexural performance:8||Mechanical performance:8||Rate sensitivity:8||Size effect:6||Impact:6||Surface roughness:6||Shrinkage:6||Selfhealing:6||flexure:6||Image analysis:5||Impact resistance:5||Steel fiber corrosion:5||Fiber type:5||Toughness:5||Strainrate:5||Pullout behavior:5||Ultra high performance fiber reinforced concrete:5||Tensionsoftening curve:5||Shrinkagereducing admixture:5||Corrosion:4||Hybrid reinforcement:4||expansive admixture:4||electrical resistivity:4||Degree of restraint:4||Fiber content:4||Strain rate:4||UHPFRC:3||Pullout response:3||shrinkage:3||Curvature:3||Dynamic increase factor:3||Reactive powder concrete:3||Slab:3||Chelate effect:3||Reinforcement ratio:3||LSDYNA:3||Aspect ratio:3||tensionsoftening curve:3||timezero:3||Curing condition:3||Fibers:3||ultra high performance concrete:3||Ultrahighstrength concrete:3||Surface treatment:3||Expansive admixture:3||Compressive strength:3||Bleeding:3||Highstrength concrete:3||Carbon fiber:3||강섬유 보강 콘크리트:3||Fiber hybridization:3||Gauge factor:3||Electrical resistivity:3||Crack width:3||highstrength concrete:3||hooked steel fiber:3||Mechanical property:3||Cracking potential:3||Steel fiber type:3||Autogenous shrinkage:3||Timezero:3||Titanium dioxide:3||Fiber pullout:3||Hooked steel fiber:3||cementitious composites:3||finite element analysis:3||CFRP sheet:2||autogenous shrinkage:2||Selfsensing capacity:2||bond performance:2||Mechanical strengths:2||carbon fibers:2||자기수축:2||자기치유:2||Calcium carbonate:2||cement composites:2||Asphalt concrete:2||Embedment length:2||초고성능 섬유보강 콘크리트:2||초고성능 시멘트 복합체:2||초고성능 콘크리트:2||초저온:2||충격하중:2||Cement composites:2||팽창재:2||Shrinkage cracking:2||Cryogenic condition:2||Cryogenic cooling:2||concrete:2||Minimum shear reinforcement:2||Silica Fume:2||Energy absorption capacity:2||creep:2||Cryogenic temperature:2||Bond performance:2||GGBFS:2||degree of restraint:2||Multiwalled carbon nanotubes:2||Glass fiberreinforced polymer:2||Curing conditions:2||Steel fiber geometry:2||Composite materials:2||Explosive spalling:2||fiber length:2||fiber orientation:2||Steel fiber reinforced concrete:2||Highperformance fiberreinforced:2||fibrereinforced concrete:2||Steelfiberreinforced concrete:2||Highperformance fiberreinforced cementitious composites:2||gauge factor:2||Compression:2||Strandtoduct area ratio:2||Strength:2||Biaxial flexure:2||impact:2||Novel halfhooked steel fiber:2||Highstrength strainhardening cementitious composites:2||Cementbased sensor:2||Oxidation:2||Amorphous metallic fiber:2||mechanical property:2||micromechanics:2||Impact load:2||Fiber bundling effect:2||nbsp:2||Photocatalyst:2||Synthetic fibers:2||Fiber distance:2||Tensile behavior:2||Tensile response:2||reinforcement:2||Fiber length:2||Fiber orientation:2||Postpeak ductility:2||Posttensioning grout:2||Fiber orientation and dispersion:2||sectional analysis:2||selfsensing capacity:2||Ductility:2||Chemical treatments:2||Pullout:2||shrinkage reducing agent:2||Pullout performance:2||steel fiber:2||steel fiber reinforced concrete:2||Durability:2||LCDGP:2||UltraHighPerformance Concrete:2||LNG storage tank:2||Fiber volume fraction:2||sustainability:2||tensile properties:2||Carbon nanotube:2||toughness:2||Cost analysis:2||Residual performance:2||ultrahighperformance cementitious composites:2||ultrahighperformance concrete:2||Ultrarapidhardening mortar:2||Restrained shrinkage:2||Liquid crystal display glass powder:2||Cover depth:2||Crack repair:2||Electrical conductivity:2||Loading rate effect:2||Finite element analysis:2||Crack resistance:2||Microstructural analysis:1||Microstructure:1||Mineral additives:1||Minimum reinforcement ratio:1||Mix design:1||Mix proportion:1||Mixture Property:1||Modified softened membrane model for torsion:1||Multiple impacts:1||Muzzle energy:1||NOx removal:1||NanoSiO 2 coating:1||NanoSiO2:1||NanoSiO2 coating:1||Nanosilica:1||Nanomaterials:1||Nanosilica:1||Nanosilica coating:1||Nitrogen oxide:1||Nitrogen oxide removal:1||Nonlinear finite element model:1||Normal concrete:1||Novel reinforcement:1||Number of strands:1||Nylon 66 nanofibers:1||Optimum mix design:1||Oxidization:1||PCM in Hybrid form:1||PSC Grout:1||PSC sleeper:1||PSC 그라우트:1||Packing density:1||Parametric analysis:1||Particle packing:1||Phase change material:1||Physical property:1||Piezoresistive sensor:1||Placement method:1||Polyethylene Fiber:1||Polymeric fibers:1||Polypropylene fiber:1||Pozzolanic activity:1||Pressure:1||Progressive failure:1||Pseudo strain hardening index:1||Pseudo strainhardening:1||Pumpability:1||Puretorsional behavior:1||Railway PSC sleeper:1||Railway concrete infrastructures:1||Reinforced concrete beam:1||Reinforced ultrahighperformance fiberreinforced concrete hollow beam:1||Reinforcing bars:1||Reinforcing steel rebar:1||Repairing:1||Replacement ratio:1||Residual capacity:1||Residual crack width:1||Ringtest:1||Roughening method:1||Roughness parameter:1||Royer effect:1||Rust layer:1||Sand to binder ratio:1||Section depth:1||Selfcompaction:1||Selfhealing capability:1||Selfmonitoring:1||Selfsensing:1||Selfsensing capability:1||Separate grinding:1||Serviceability:1||Setting Time:1||Setting property:1||Shear:1||Shear capacity:1||Shotcrete:1||Shrinkage behavior:1||Shrinkage crack resistance:1||Shrinkage reducing admixture:1||Shrinkage reducing agent:1||Silica fume:1||Silica sand:1||Silver and nanosilica coating:1||Silver plating:1||Single degree of freedom:1||Single fiber pullout behavior:1||Singledegreeoffreedom:1||Slag:1||Sliphardening behavior:1||Soda?lime glass:1||Stacked machine learning:1||Steel fiber geometry: surface morphology:1||Steel fiber property:1||Steel fiberreinforced concrete:1||Steel rebar:1||Stirrup:1||Strain hardening capacity:1||Strainhardening behavior:1||Strainhardening characteristic:1||Strength enhancement:1||Strength prediction:1||Strengthening thickness:1||Stress relaxation:1||Stress state:1||Structural behavior:1||Substitute ingredient:1||Superabsorbent polymers:1||Supplementary cementitious material:1||Supplementary cementitious materials:1||Surface Modification:1||Surface abrasion:1||Surface corrosion:1||Surface crack:1||Surface cracking:1||Surface morphology:1||Synergy effect:1||Teflon sheet:1||Tensile Performance:1||Tensile strength:1||Textile concrete:1||Textile mesh:1||Textilereinforced concrete:1||Theoretical analysis:1||Thermal conductivity:1||Thermal storage:1||Thickness:1||TiO2 power:1||Torsional behaviors:1||Total crack area ratio:1||Transfer length:1||Twist ratio:1||Twisting rate:1||UHP–SHCC:1||UHPC wet joint beam:1||UHPFRCC:1||Ultra highperformance concrete:1||Ultra highperformance concrete (UHPC):1||Ultra highperformance fiber reinforced geo:1||Ultra high performance concrete:1||Ultra high performance fiber reinforced cementitious composites:1||Ultra high performance fiberreinforced concrete:1||UltraHighPerformance FiberReinforced Concrete:1||Ultrahigh performance concrete (UHPC):1||Ultrahighperformance cement composites:1||Ultrahighperformance concrete (UHPC):1||Ultrahighperformance fiberreinforced cement composites:1||Ultrahighperformance fiberreinforced con:1||Ultrahighperformance fiberreinforced concrete:1||Ultrahighperformance size4x displayinlineblock":1||Ultrahighperformance strainhardening cementitious composites:1||Ultrarapidhardening fiberreinforced mortar:1||Ultrahighperformance concrete (UHPC):1||Ultrasonic pulse velocity:1||Very) highperformance strainhardening cementitious composites:1||Viscosity:1||Water coating thickness:1||Wet joints:1||Wetjoint interface:1||Wireless sensing:1||Zirconia Silica Fume:1||Zirconium silica fume:1||amorphous metallic fiberreinforced concrete:1||application:1||aspect ratio:1||background: var(highlightyellow):1||beam:1||biaxial flexure:1||blast furnace slag:1||bond strength:1||bondslip:1||bottomash:1||carbon nanotube:1||carbon nanotubes:1||cement mortar:1||cement replacement:1||cementbased sensor:1||chemical shrinkage:1||coefficient of thermal expansion:1||color: inherit:1||composites:1||compression:1||concrete pavement:1||cover depth:1||cracking:1||crete beam:1||cyclic compression:1||deflection:1||design code:1||development length:1||different types of reinforcing bar:1||ductility index:1||durability:1||early age tensile strength:1||elastic rubber layer:1||elastic stress:1||electrical heating:1||electrical property:1||fiber:1||fiber aspect ratio:1||fiber distribution characteristics:1||fiber reinforced polymer (FRP) bar:1||fiber shape:1||fiberreinforced concrete:1||fiberreinforced polymer:1||flexural moment:1||flyash:1||fractional change of resistivity:1||fracture energy:1||geopolymer:1||geopolymer concrete:1||glass fiberreinforced polymer bar:1||graphene oxide:1||grapheneoxide:1||graphite nanofiber:1||hybrid fillers:1||hybrid reinforcement:1||impact loading:1||inclination angle:1||industrial waste management:1||liquid crystal display glass powder:1||loading rate:1||low fiber contents:1||lowvelocity impact loading:1||material model:1||material properties:1||mechanical properties:1||minimum reinforcement ratio:1||multiwalled carbon nanotube:1||multiwalled carbon nanotubes:1||multiple steel fibers:1||nanomaterials:1||neural network:1||percolation threshold:1||placement method:1||polyethylene fiber:1||polymer:1||polymer concrete:1||pozzolanic admixture:1||prestressing strand:1||pullout behavior:1||punching:1||rate sensitive:1||rebar diameter:1||reinforcement ratio:1||relaxed stress:1||residual capacity:1||residual stress:1||restrained shrinkage:1||restrained shrinkage behavior:1||ring test:1||selfdesiccation:1||setting properties:1||setting property:1||shear:1||shear capacity:1||shielding:1||shock absorption:1||shrinkage reducing admixture:1||shrinkagereducing admixture:1||single fiber pullout:1||slab:1||steel bar:1||steel fiberreinforced concrete:1||steel rebar:1||steelfiberreinforced concrete:1||stirrups:1||strain rate:1||strainrate:1||stress relaxation:1||structural behavior:1||structural design:1||style=":1||styrenebutadiene rubber:1||surface treatment:1||synthetic fibers:1||synthetic sports surface:1||tensile strength:1||theoretical shrinkage cracking:1||transfer length:1||twisted steel fiber:1||uctility:1||ultrahighperformance:1||ultrahighperformance cementitious composite:1||ultrahighperformance concrete (UHPC):1||ultrahighperformance fiberreinforced concrete.:1||ultrasonic pulse velocity:1||vertical deformation:1||wedging effect:1||white Portland cement:1||나노실리카:1||단자유도계:1||배합특성:1||변형률 속도:1||블리딩:1||섬유:1||섬유보강 콘크리트:1||수축 저감제:1||수축저감제:1||시멘트 복합재료:1||시멘트 킬른 더스트:1||실리카퓸:1||실리카흄:1||양생조건:1||에너지흡수성능:1||역학적 성능:1||이질 보강근:1||인장성능:1||자기건조:1||잔류 응력:1||저속 충격하중:1||조기강도:1||지르코늄 실리카퓸:1||처짐:1||층 구조 콘크리트 보:1||크리프:1||펀칭:1||폴리에틸렌 섬유:1||표면개질:1||화학수축:1||휨 성능:1||>:1||휨모멘트:1||":1||300MPa ultrahighstrength mortar:1||3D printing:1||?C2S:1||Abraded steel fibers:1||Acetone:1||Airdrying curing:1||Amorphous metallic fiber reinforced concrete:1||Amorphous metallic fibers:1||Analytical modeling:1||Analytical modeling Bond:1||Analytical modelling:1||Anchorage effect:1||Applications:1||Autogenous Shrinkage:1||Autogenous shrinkage behavior:1||Autogenous shrinkage stress:1||Blast furnace slag:1||Blended cement:1||Bond:1||Bond behavior:1||Bond property:1||Bondslip behavior, Rate sensitivity:1||Bondslip response:1||Bridge engineering:1||Bundling effect:1||Calcium sulfoaluminate expansive agent:1||Calcium sulfoaluminate cement:1||Calcium sulfoaluminatebased expansive agent:1||Caliber size:1||Carbon dioxide:1||Carbon materials:1||Carbon nanomaterials:1||Carbon nanotubes:1||Cement:1||Cement Kiln Dust:1||Cement kiln dust:1||Cementbased composites:1||Cementitious Composite:1||Chelating effect:1||Chemical Shrinkage:1||Chemical treatment:1||Chromic acid and plasma:1||Civil engineering:1||Cleansing effect:1||Coarse cement particle:1||Cold gas plasma:1||Cold joints:1||Composite binders:1||Concrete beam:1||Concrete pavement:1||Concrete technology:1||Conductive powders:1||Conductivity:1||Confining stress:1||Construction engineering:1||Correlation between pullout and tensile tests:1||Corrosion degree:1||Corrosive environment:1||Cracking behavior:1||Cracking resistance:1||Cryogenic:1||Cryogenic Temperature:1||Curing Condition:1||Curing regime:1||Damage classification:1||Debonding state:1||Deformed steel fiber:1||Development length:1||Direct shear capacity:1||Direct shear performance:1||Direct tensile behavior:1||Dopamine activation:1||Drying shrinkage:1||Ductility index:1||Dynamic response factor:1||Dynamic stability:1||EDTA solution:1||Early Strength:1||Early age tensile behavior:1||Ecofriendly concrete:1||Electrical resistance:1||Electromagnetic interference shielding:1||Electromagnetic interference&:1||Electromagnetic shielding effectiveness:1||Electrospinning:1||Elevated temperature:1||Embedment length effect:1||Endhook angle:1||Energy Absorption Capacity:1||Equivalent age:1||Ethylenediaminetetraacetic acid:1||Expanded polystyrene:1||Expansive agent:1||Experimental investigation:1||Exposure duration:1||FRP sheet:1||FRP 보강근:1||FRP 시트:1||Feature importance:1||Fiber–matrix interfacial state:1||Fiber aspect ratio:1||Fiber bridging capacity:1||Fiber distribution characteristics:1||Fiber geometry:1||Fiber orientation factor:1||Fiber reinforced concrete:1||Fiber reinforcement:1||Fiber spacing:1||Fiber type and orientation:1||Fiberreinforced Concrete:1||Fiberreinforced asphalt concrete:1||Fiberreinforced concrete:1||Fiberreinforced mortar:1||Fibre technology:1||Field application:1||Filling capacity:1||Fire exposure:1||Fire resistance:1||Flexural Performance:1||Flexural behavior:1||Flexural properties:1||Flow:1||Fluidity:1||Fracture:1||Free shrinkage:1||Fresh property:1||Fresh state properties:1||Fullscale PSC beam:1||Fullscale pumping test:1||Functional material:1||Geopolymer:1||Glass fiber:1||Glass fibers:1||Graphene oxide:1||Ground Granulated blast furnace slag:1||Highperformance fiberreinforced cement composites:1||Highperformance fiberreinforced&:1||Highperformance grout:1||Highstrength strainhardening cementitious:1||Highstrength strand:1||Hybrid fiber reinforcement:1||Impact and blast:1||Impact loading:1||Impact projectile:1||Impact/blast resistance:1||Induction heating:1||Initial printable time:1||Initial width and height:1||Interfaces:1||Interfacial bond:1||Interfacial bond and tensile performances:1||Interfacial shear stress:1||Interfacial transition zone:1||Intergrinding:1||Inverse analysis:1||Keyjoint shape:1||Keyed joint:1||LCD glass:1||LNG Containment:1||LNG 저장탱크:1||Latent heat:1||Lateral stress:1||Layer strain:1||Layered concrete beam:1||Life cycle cost analysis:1||Liquid crystal display glass waste:1||Liquidcrystal display glass:1||Loading capacity:1||Machine learning:1||Materials property:1||Materials science:1||Matrix damage:1||Matrix strength:1||Mechanical Performance:1||Micro steel fiber:1||Microcrack property:1||Microhardness:1||Micromechanical modeling:1||

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