ScholarWorks@Hanyang University ERICA Campus: ANN, KI YONG

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ANN, KI YONG (안기용)

COLLEGE OF ENGINEERING SCIENCES (DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING)

Research Area: 토목공학

Tel 031-400-5149
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Corrosion:17||Chloride:11||Electrochemical treatment:10||Concrete:10||corrosion:7||chloride:7||pH:7||내구성:5||STEEL:5||철근부식:5||Durability:5||페로니켈슬래그:4||Porosity:4||Service life:4||Ca(OH)2:4||Steel:4||Moon:3||Steel corrosion:3||Alkali leaching:3||Structural limit:3||Ferronickel slag:3||Binder:3||Pore structure:3||REINFORCEDCONCRETE:3||GGBS:3||Diffusion:3||철근 부식:3||ECE:3||SCM:3||보수재료:3||Binding:3||chloride threshold level:3||repair material:3||concrete:3||Calcium aluminate cement:2||Corrosion of steel:2||ferronickel slag:2||Friedel&apos:2||Deformation:2||구조적 한계:2||Lunar concrete:2||수화:2||ISRU:2||기초물성:2||해양환경:2||CORROSION:2||내구수명:2||전기방식법:2||Steelconcrete interface:2||Calcium hydroxide:2||Construction:2||전로슬래그:2||electrochemical treatment:2||HYDRATION:2||repassivation:2||알루미나 시멘트:2||binding:2||Sensitivity:2||High alumina cement:2||Cement:2||buffering:2||buffering capacity:2||Rust:2||CO2 emission:2||Human exploration:2||Hydration:2||calcium aluminate cement:2||콘크리트:2||변형:2||calcium hydroxide:2||Steel fibre:2||Alkaliactivator:2||cement:2||strength:2||시멘트:2||Chloride binding:2||C–S–H gel:2||폴리머:2||부착강도:2||압축강도:2||BINDING:2||염분침투:2||reinforcement corrosion:2||DIFFUSION:2||Ferrosilicon slag:2||diffusion coefficient:2||OPC:2||Polymer:2||interfacial transition zone:2||염화물:2||leaching:2||고정화:2||공극구조:2||Gel pores:1||Granulated Ground Blast furnace Cement (GGBS):1||Ground Granulated Blast furnace Slag (GGBS):1||Ground granulated blast furnace slag:1||Hardening:1||Hexavalent chromium (Cr(VI)):1||Hydration.:1||Hydroxide ions:1||Hydroxyl ion:1||ICCP:1||INDUCED CORROSION:1||INGRESS:1||IONS:1||Insitu resource utilization (ISRU):1||Inertia moment reduction:1||Influencing parameters:1||Inhibitor:1||Interfacial gap:1||Interfacial zone:1||Ionic penetrability:1||Joint gap:1||LTM:1||Laboratory conditions:1||Leachate:1||Leaching:1||Leaching of alkali ions:1||Length change:1||Lunar simulant:1||Lunar soil:1||MIP:1||MODEL:1||MORTARS:1||Magnesium:1||Magnesium Oxide:1||Magnesium sulfate:1||Magnesium sulfate solution:1||Maintenance:1||Marine concrete:1||MechanoLuminescence(ML) paint:1||MgO계 세라믹:1||Microstructure analysis:1||Mineral admixture:1||Monte Carlo Simulation:1||Monte Carlo simulation:1||Mortar classification:1||Nanoslag:1||Nearsurface disposal facility:1||OH:1||OH− ion leaching:1||OPC free mortar:1||Oxide:1||PAVEMENTS:1||PORE STRUCTURE:1||Payload:1||Performance evaluation:1||Permeability:1||Polyethylene:1||Polymer mortar:1||Potassium Phosphate:1||Pozzolanic reaction:1||Pulverised Fuel Ash (PFA):1||RESISTANCE:1||RESISTIVITY:1||RISK:1||Recycling:1||Recycling of byproduct:1||Reference sensor:1||Reinforcement corrosion:1||Repair material:1||Rietveld method:1||SERVICE LIFE:1||SIMULATION:1||STRENGTH:1||Safety factor method:1||Seawater:1||Segmented pipeline model:1||Serviceability:1||Silica fume:1||Siliceous binder:1||Slag cement:1||Sodium sulfate:1||Spectrophotometer:1||Steel reinforced concrete:1||Strength:1||Strength development:1||Structural behaviour:1||Surface chloride:1||Sw:1||TEMPERATURES:1||THRESHOLD:1||THRESHOLD LEVEL:1||TRANSPORT:1||Ternary blended:1||Tidal zones:1||Tunnel box:1||Two parameters Beam On Elastic Foundation:1||Vault:1||Verticality:1||Watercement ratio:1||Xray CT analysis:1||[Cl⁻]:[H⁺]:1||admixed inhibitor:1||adsorption:1||air void:1||alkali:1||alumina:1||backscattered electron image:1||bending test:1||binding capacity:1||bridge decks:1||building materials:1||byproduct:1||byproducts:1||calcium alumina cement:1||carbonation:1||chloride extraction:1||chloride ions:1||chloride penetration:1||chloride transport:1||compressive test:1||concrete pavement:1||concrete structures:1||constitutive behavior:1||cracking:1||culvert:1||deterioration factors:1||deterioration of structural performance:1||diffusion:1||durability:1||economic risk:1||economy analysis:1||emerging countries:1||ferronickel  slag:1||flexural rigidity:1||fly ash:1||fossil fuel:1||fundamental properties:1||hexavalent chromium:1||highdurability:1||highway:1||hydration:1||hydroxyl ions:1||immobilisation:1||inertia moment reduction:1||macrocell corrosion:1||magnesia phosphate cement:1||maintenance:1||marine environment:1||material performance:1||mechanical properties:1||metallic ions:1||migrating corrosion inhibitor:1||mixed finite element:1||modeling:1||modified sulfur:1||mortar:1||pH profile:1||pH 프로파일:1||patching material:1||photocatalytic:1||political risk:1||pollutant removal:1||polymer:1||pore size distribution:1||pore structure:1||porosimetry:1||pozzolanic binder:1||pozzolanic material:1||precipitation:1||rapid repair:1||realkalization:1||recycled aggregate:1||recycled coarse aggregate (RCA):1||reinforced concrete moment frame:1||reliabilitybased reinforcement ratio:1||remaining service life:1||repair:1||replacement ratio of RCA:1||risk management:1||rust:1||s salt:1||s salt formation:1||selfcleaning:1||service life:1||setting:1||silica fume:1||spectrophotometer:1||steel:1||steel corrosion:1||structural behavior:1||structural behaviour:1||structural design:1||sulfate attack:1||sulfate resistance:1||surface chloride:1||suspension:1||ternary blended:1||ternary blended concrete:1||threshold value:1||titanium dioxide:1||transport:1||types of cement:1||강도 발현:1||건설:1||경제성 분석:1||계면 공극:1||고로슬래그 미분말:1||고로슬래그미분말(GGBS):1||고속도로:1||공학:1||광물질혼화재:1||구조 거동:1||구조물 거동:1||구조적 거동:1||규산철 산업부산물:1||규산칼슘:1||균열개시:1||길이변화:1||내부구조분석:1||노후화:1||다프니아 마그나:1||단면이차모멘트 감소:1||달:1||달 복제토:1||달 탐사:1||더블월 벽체:1||도로보수:1||리트벨드 방법:1||마그네시아 인산염 시멘트:1||매립회:1||모르타르:1||미세구조 분석:1||바인더:1||방청제:1||보:1||보수:1||부식:1||부식 억제 능력:1||부식복원:1||부식특성:1||분광광도법:1||분절된 파이프라인 모델:1||비용:1||사용수명:1||산업부산물:1||산업부산물재활용:1||산화전류:1||삼성분계:1||삼성분계 콘크리트:1||상변화:1||석탄재:1||손상:1||수산화이온:1||수산화칼슘:1||수용성 염화물:1||수용성 염화물 시험법:1||수직도:1||수화반응:1||시멘트모르타르:1||시멘트페이스트:1||실리카계 바인더:1||실리카계 혼화재:1||알칼리 활성화제:1||알칼리도:1||알칼리실리카반응:1||알칼리이온 침출:1||알칼리침출수:1||양생 온도:1||역학적 특성:1||연화거동:1||염분이동:1||염분흡착:1||염소 이온 #추출 온도:1||염소이온:1||염소이온 고정화 능력:1||염소이온 침투:1||염소이온침투:1||염소이온침투성:1||염화물 이온:1||염화물 추출법:1||염화물이온:1||월면토:1||유사취성:1||유인 탐사:1||유지관리:1||유한 차분:1||이음부 벌어짐:1||이종부식:1||임계 염소이온:1||임계 염소이온 농도:1||임계염화물:1||재알칼리화:1||재활용:1||전기방식:1||전기화학적 기법:1||전기화학적 염화물 추출:1||전기화학적 처리:1||처분고:1||철근:1||철근 부식 저항성 Curing temperature:1||철근 콘크리트:1||철근콘크리트 계면:1||철근깊이:1||철근콘크리트골조:1||축방향변형요소:1||침출:1||침투:1||칼슘 알루미나 시멘트:1||칼슘알루미네이트시멘트:1||칼슘알루미네이트시멘트(CAC):1||크기효과:1||클링커:1||탄성지지보:1||탈염:1||토목공학:1||페로실리콘:1||페로실리콘 슬래그:1||포졸란계열 시멘트:1||표면균열 #계면손상:1||표준규격:1||표층처분시설:1||플라이애쉬:1||하수암거:1||해석모델:1||확률론적분포:1||확산대류:1||확산계수:1||환원전류:1||황산염:1||황산염 저항성:1||후방 산란 전자(BSE) 이미지:1||6가 크롬 (Cr(VI)):1||휨 강성:1||6가크롬:1||ASR:1||Acid neutralisation capacity:1||Acid solution:1||Activator:1||Adhesion:1||Adiabatic temperature:1||Aggregate:1||Al2O3:1||Alkalinity:1||Analytical model:1||Aquatic toxicology:1||BEHAVIOR:1||BINDER:1||BSE image:1||BSE image analysis:1||BSE 이미지 분석:1||Backscattered electron(BSE) images:1||Beam:1||Bending test:1||Bond strength:1||Brazil:1||Buffering:1||Buffering capacity:1||Buildup:1||CSH gel:1||CSH 겔 Microscopic observation:1||CAC:1||CEMENT:1||CEMENT PASTES:1||CEMENTBASED MATERIALS:1||CONVERSION:1||CTL(Chloride threshold level):1||CaO:1||Calcium Aluminate Cement (CAC):1||Calcium silicate hydroxide:1||Capillary pore:1||Capillary pores:1||Carbonation:1||Cement mortar:1||Cement paste:1||Charge:1||Chemical activators:1||Chemical attack:1||Chemical composition:1||Chloride attack:1||Chloride binding capacity:1||Chloride extraction:1||Chloride ion:1||Chloride ions:1||Chloride penetration:1||Chloride threshold:1||Chloride threshold level:1||Chloride transport:1||Combined actions:1||Compatibility:1||Concrete cracking:1||Concrete mix:1||Concrete specimens:1||Conversion:1||Converter slag:1||Corrosion monitoring:1||Corrosion resistance:1||Cost:1||Crack:1||Crack initiation:1||Crack propagation:1||Cracking:1||C₃A:1||Damage:1||Daphnia magna:1||Daphniamagna:1||Diffusion coefficient:1||Diffusivity:1||Double wall:1||ENVIRONMENT:1||Efficient usage:1||Electrochemical chloride extraction (ECE):1||Embeddable sensor:1||Entrained air voids:1||Entrapped air voids:1||EulerBernoulli 보:1||Eulerbernoulli beam:1||FDM:1||FRP and concrete composite:1||FRP bars:1||Ferronickel Slag(FNS):1||Ferrosilicon:1||Finite difference:1||Finite element modellingConcreteSteel corrosionCrackingDeformationSteelconcrete interface:1||Flexural rigidity:1||Fundamental properties:1||

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