ScholarWorks@Hanyang University: Bae, Sungchul

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Bae, Sungchul (배성철)

COLLEGE OF ENGINEERING (SCHOOL OF ARCHITECTURAL ENGINEERING)

Research Area: 건축재료, 분석, 나노재료, Construction Materials, Characterization, Nanomaterials

Tel 02-2220-0302
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Graphene oxide:9||Nanoindentation:8||Cement paste:8||Mechanical properties:6||Carbon nanotube:5||Hydration:4||Compressive strength:4||Limestone:4||Interfacial transition zone(ITZ):3||Cementitious composites:3||fly ash:3||Wettability:3||Xray methods:3||Functionalized carbon nanotube:3||Xray nanoimaging:3||Xray scattering:3||Microstructure:3||Dispersion:3||STXM:3||deformation:3||calcium silicate hydrate:3||Calcined clay:3||Nanomaterials:3||Nanosilica:3||Oyster shell:3||Mechanical recovery:3||hydration products:2||Portland cement:2||Portland limestone cement:2||Carboaluminate:2||Waste recycling:2||mechanical properties:2||Pozzolanic reaction:2||LC3:2||Lightweight aggregate:2||Radial distribution function:2||NMR:2||Rehydration:2||Reinforced concrete:2||Pore characteristic:2||plutonium:2||portland cement:2||Heating:2||Density functional theory:2||Carbon nanotubes:2||Corrosion:2||Carbonation curing:2||Functionalized carbon nanotubes:2||compressive strength:2||corrosion:2||tricalcium silicate:2||Geopolymer:2||Synthesis:2||CSH:2||Thermal resistance:2||Hydroxyapatite:2||Elastic modulus:2||TiO2 nanotube:2||Graphene oxide nanoribbons:2||Gypsum:2||Limestone calcined clay cement (LC3):2||Pore structure:2||Interfacial transition zone:2||hydration:2||석회석:2||Electrochemical oxidization process:1||Expansive additive:1||FEM:1||Fe ion:1||Filling effect:1||Fire resistance:1||Firstprinciples calculation:1||Flexural retrofit:1||GGBFS:1||Graphene nanoribbons:1||Graphene oxide (GO):1||HPC:1||HTXRD:1||High pressure xray diffraction:1||High strength concrete:1||Highearlystrength portland cement:1||Highperformance fiberreinforced cementitious composites:1||Highstrength:1||Hightemperature:1||Highvolume fly ash:1||Homogenization:1||Human health impact:1||Hybrid fiber:1||Hydration process:1||Hydration reaction:1||Hydrolysis:1||Hydrophilicity:1||Invitro bioactivity:1||Indoor environment:1||Interatomic structure:1||Interfacial transition zone (ITZ):1||Limestone calcined clay cement:1||Limestone powder:1||Loadbearing property:1||Local atomic arrangement:1||Local atomic scale:1||Low CO2 cement:1||Low lime calcium silicate cement (CSC):1||Lowquality kaolin clay:1||Lupus Erythematosus, Systemic:1||Lupus Nephritis:1||MCNP:1||Magnesium oxide:1||Magnesium silicate hydrate:1||Mechanical activation:1||Mechanical interlock:1||Mechanical performance:1||Mechanical strength:1||MicroCT:1||Micromechanics based design:1||Microstructure (B):1||Mix Proportion:1||Mix ratio:1||MoriTanaka:1||Multiscale reinforcement:1||Multiscale:1||NCS@NCOH nanotubes:1||NEXAFS:1||NPP decommissioning:1||Nakanemite:1||Nano silica:1||NanoCaCO3:1||NanoSiO2:1||NanoTiO2:1||Nanoalumina:1||Nanosilica:1||Nanocomposite:1||Natural pozzolan:1||Neutron:1||Neutron shielding property:1||Neutron transport:1||NiCo2O4:1||Normalweight aggregate:1||Old apartment building:1||Orientation:1||Pair distribution function:1||Pair distribution function (PDF):1||Particle size:1||Photocatalytic effect:1||Physicochemical analysis:1||Plutonium:1||Polyethylene + B4C)/Cement:1||Pore:1||Portland–limestone cement:1||Postinstalled rebar:1||Postprocessing solution:1||Pseudo strainhardening behavior:1||Pyroprocess:1||Pyroprocessing:1||Reactivity:1||Reinforcing concrete fiber:1||SCMs:1||Scallop shell:1||Scanning transmission xray microdiffraction:1||Selfhealing:1||Shear wall:1||Shielding:1||Silica content:1||Sodium aluminosilicate hydrate:1||Spectroscopy:1||Steel fiber:1||Storage (CCUS):1||Strainhardening alkaliactivated composites:1||Stratlingite:1||Strength:1||Supplementary cementitious materials:1||Sustainability:1||Synchrotron Xray:1||Synergistic effect:1||TEM:1||TG:1||TIPA:1||TNT:1||Thermal decomposition:1||Ti–Nb–Ta– Zr alloy:1||TiV alloy:1||TiO<sub>2</sub> particle:1||Titanium nanotubes:1||Tribological behavior:1||Tribomechanical properties:1||Tricalcium silicate:1||Ultrahighperformance concrete:1||Ultrasonication:1||Utilization:1||Volumetric strain:1||Watertobinder ratio:1||Wear and corrosion behavior:1||Wear resistance:1||Xray:1||Xray diffraction:1||Xray microscopy:1||XANES:1||Zirconia:1||ZrO2 nanotubes:1||alkaliactivated slag fly ash:1||anatase TiO2:1||anodization:1||asymmetric supercapacitor:1||atomistic simulation:1||autogeneous shrinkage、ferronickel slag、highstrength concrete、strength realization、Xray diffraction、XRD、フェロニッケルスラグ、強度発現、自己収縮、高強度コンクリート:1||bast fiber:1||blast furnace slag cement、carbonatiorate coefficient、compressive strength、Concrete in Structures、curing condition、中性化速度係数、圧縮強度、構造体コンクリート、養生条件、高炉セメント:1||bond deterioration:1||calcium–silicate–hydrate (C–S–H):1||calculation:1||cement paste:1||cementitious composite:1||cements:1||chemical bonding:1||chloride ingress:1||complexation:1||crack:1||density functional theory:1||dispersity:1||durability design:1||ecofriendly:1||electrodeposition:1||ethylenevinyl acetate:1||extractant:1||fire dynamic simulator:1||fire spread:1||functionalized carbon nanotube:1||graphene oxide:1||heat treatment:1||heating:1||hexavalent chromium:1||high pressure:1||high temperature:1||highpressure Xray diffraction:1||humidity selfcontrol:1||immobilization:1||initial chloride contents:1||kinetics:1||local atomic arrangement:1||material properties:1||mesocrack:1||microCT:1||microscopy:1||modulus of elasticity:1||mu CT:1||nanoreinforcing:1||nanosilica:1||nanoindentation:1||nanostructure:1||neutron diffraction:1||nuclear reactor:1||pair distribution function:1||papermulberry:1||photocatalysis:1||polymermodified cement mortar:1||positive electrode material:1||reaction product:1||realscale test:1||rebar:1||reduction:1||reinforced concrete:1||repair materials:1||sensor:1||slag:1||spectromicroscopy:1||strain:1||stress:1||structure:1||supercapacitors:1||thermal insulation:1||titanium dioxide nanotube:1||tobermorite:1||tomography:1||tribology:1||tridentate:1||waste ceramic powder:1||wood wool board:1||경량골재:1||고강도:1||고강도 콘크리트:1||굴 패각:1||균열:1||그래핀 옥사이드:1||그래핀 옥사이드(GO):1||기능성 탄소 나노 튜브:1||나노 실리카:1||나노 인덴테이션:1||나노물질:1||내구성 설계:1||닥나무:1||목모보드:1||배합비:1||분산도:1||산화마그네슘:1||설계 프로세스:1||소성 점토:1||소성점토:1||시멘트 대체재:1||압축 강도:1||염해:1||인피섬유:1||자기치유:1||저탄소형 시멘트:1||저품질 고령토:1||조습:1||초기 염화물량:1||친환경:1||팽창재:1||포졸란 반응:1||포틀랜드 시멘트:1||高強度コンクリート:1||軸ひずみ追従性:1||破壊ひずみ:1||断面補修材:1||吸水調整剤:1||3D Printing Concrete:1||3D 프린팅 콘크리트:1||Acid treatment:1||Adsorption:1||Airentraining agent:1||Al2O3 nanotubes coatings:1||Alumina:1||Anodization:1||Atomic structure:1||Atomistic structure:1||Atopic dermatitis:1||Autogenous shrinkage:1||Autoimmune Diseases:1||Basaltic ash:1||Binder jet 3D printing:1||Binder jetting 3D printing:1||Biomaterials:1||Bond strength:1||Bond stressslip relationship:1||Boundary element:1||Building material:1||CSH(I):1||CSA:1||CSH:1||Ca3SiO5:1||CaCO3 nanoparticle:1||Calcium silicate hydrate (C S H):1||Calcium aluminate cement:1||Calcium carbonate:1||Calcium silicate hydrate:1||Calcium silicate hydrates:1||Calcium sulfoaliuminate:1||Calcium(alumino) silicatehydrate:1||Carboaluminate phase:1||Carbon capture:1||Carbon capture, utilization, and storage (CCUS):1||Carbone nanotube:1||Cement:1||Cement clinker:1||Cementbased material:1||Cementitious:1||Chemical element:1||Clinker:1||Coating efficiency:1||Composite material:1||Compressive response:1||Concrete:1||Conductive surface coating:1||Copper slag:1||Corrosion behavior:1||Crack:1||DFT:1||Decalcified C–S–H:1||Decontamination:1||Deformation:1||Design Process:1||Diffusion:1||Dispersion effect:1||Distribution:1||Ecofriendly cement:1||Eggshell:1||Elastic coefficients:1||Electrical conductivity:1||Electrical properties:1||

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