연구동향 분석

Numerical damage assessment of prestressed concrete containment vessels behavior under extreme loading such as blast, fire, and blast-fire using parametric study

최승재 2021년

논문상세정보
인용/피인용
' Numerical damage assessment of prestressed concrete containment vessels behavior under extreme loading such as blast, fire, and blast-fire using parametric study' 의 주제별 논문영향력
논문영향력 선정 방법
논문영향력 요약
주제
  • High Fidelity Physic Based (HFPB) simulations
  • PSC 원전격납구조물
  • blast-fire
  • extreme loading
  • extreme loading scenario blast
  • fire
  • performance based evaluation
  • prestressed concrete containment vessel (PCCV)
  • 극한하중
  • 극한하중 시나리오 폭발
  • 성능중심평가
  • 정밀해석기법
  • 폭발 후 화재
  • 화재
동일주제 총논문수 논문피인용 총횟수 주제별 논문영향력의 평균
300 0

0.0%

' Numerical damage assessment of prestressed concrete containment vessels behavior under extreme loading such as blast, fire, and blast-fire using parametric study' 의 참고문헌

  • “ numerical study of failure damage to 270,000-kL LNG storage tank under blast loading ”
    LeeS. W.Choi , S. J.Kim , J. H. J . Computers and Concrete , Vol . 17 , No . 2 , pp . 201-214 [2016]
  • “ exfoliation phenomena of HPC of OC ”
    Anderberg , Y . Proceedings of International Workshop on Fire performance of High-Strength Concrete , NIST , USA , pp . 69-73 [1997]
  • “ Use of composite reinforcement to strengthen concrete and air-enterained concrete masonry walls against air blast ”
    MuszynskiL. C.Purcell , M. R. Journal of composites for construction Vol . 7 , No . 2 , pp . 98-108 [2003]
  • “ The resistance to fire of concrete and reinforced concrete ”
    Lea , F. C. Journal of the Society of Chemical IndustryVol . 41 No . 18 , pp . 395R-396R
  • “ Test of the Fire Resistance and Thermal Properties of Solid Concrete Slabs and Their Significance ”
    Menzel , C. A . Proceedings of American Society for Testing and Materials ( ASTM ) , Vol . 43 , pp . 1099-1153 [1943]
  • “ Structural use of concrete. ”
    Standards Institution British Standards Institution [1985]
  • “ Strain of concrete during first heating to 600 ℃ under loading ”
    Khoury , G. A.Grainger , B. N.Sullivan , P. J . Magazine of concrete research , Vol . 37 , No . 133 , pp . 195-215 [1985]
  • “ Statistical numerical analysis of Fragility Curves ”
    Shinozuka , M. , FengM. Q.Lee , J. H.Naganuma , T. Journal of Engineering and MechanicsVol . 126 , No . 12 , pp . 1224-1231 [2000]
  • “ Response of small scale ultra high performance fibre reinforced concrete slabs to blast loading ”
    Mao , L. , BarnettS. J.Tyas , A.Warren , J.SchleyerG. K.Zaini , S. S. Construction and Building Materials Vol . 93 , pp . 822-830 [2015]
  • “ Protective effect of graded density aluminium foam on RC slab under blast loading-An experimental study ”
    Xia , Y.Wu , C.LiuZ. X.Yuan , Y . Construction and Building Materials , Vol . 111 , pp . 209-222 [2016]
  • “ Numerical simulation study of spallation in reinforced concrete plates subjected to blast loading ”
    Xu , Kai.Yong , Lu . Computers & Structures Vol . 84 , No . 5 , pp . 431-438 [2006]
  • “ Method for Probabilistic Evaluation of Seismic Structural Damage ”
    Singhal , A.Kiremidjian , A. S. Journal of Structural EngineeringVol . 122 , No . 12 , pp . 1459-1467 [1996]
  • “ Media in the Wake of the Alfred P. Murrah Federal Building Bombing : A 20-Year Retrospective ”
    Fenwick , B . Social Science QuarterlyVol . 97 , No . 1 , pp . 53-64 [2016]
  • “ Investigations on Silica Fume Concrete at Elevated Temperatures ”
    Hertz , K. Proceedings of ACI 1991 Spring Convention , Boston [1991]
  • “ Impact-resistant capacity and failure behavior of unbonded bi-directional PSC panels ”
    YiN. H.LeeS. W.Kim J. W.KimJ. H. J . International Journal of Impact Engineering , Vol . 72 , pp . 40-55 [2014]
  • “ Impact or blast induced fire simulation of bi-directional PSC panel considering concrete confinement and exfoliation effect ”
    S. J.Lee , S. W.Kim , J. H. J . Engineering Structures , Vol . 149 , pp . 113-130 [2017]
  • “ Heating rate effect on the thermophysical properties of steel in fire ”
    Fang , H.Wong , M. B.Bai , Y . Journal of Constructional Steel ResearchVol . 128 , pp . 611-617 [2017]
  • “ Full-scale experimental testing of the blast resistance of HPFRC and UHPFRC bridge decks ”
    Foglar , M.Hajek , R.Fladr , J.Pachman , J.Stoller , J . Construction and Building Materials Vol . 145 , pp . 588-601 [2017]
  • “ Fire engineering design of structures based on design guides. ”
    Anderberg , Y . Proc . 2nd Int . Conf . on “ Performance-Based Codes and Fire-Safety Design Methods ” , Maui ( Hawaii , USA [1998]
  • “ Fire Endurance of Simply Supported prestressed Concrete Slabs ”
    Gustaferro , A. H.Selvaggio , S. L. Journal of prestressed Concrete Institute , Vol . 12 , No . 1 , pp . 37-52 [1967]
  • “ Failure behavior of unbonded bi-directional prestressed concrete panels under RABT fire loading ”
    YiN. H.ChoiS. J.Lee , S. W.KimJ. H. J . Fire Safety JournalVol . 71 , pp . 123-133 [2015]
  • “ Explosive testing of polymer retrofit masonry walls ”
    Davidson , J. S.PorterJ. R.DinanR. J.HammonsM. I.Connell , J. D. Journal of Performance of Constructed Facilities , Vol . 18 , No . 2 , pp . 100-106 [2004]
  • “ Experimental and numerical investigation on the dynamic increase factor of tensile strength in concrete ”
    Levi-Hevroni , D.Kochavi , E.Kofman , B.Gruntman , S.amd Sadot , O . International Journal of Impact Engineering , Vol . 114 , pp . 93-104 [2018]
  • “ Experimental Study on Hybrid CFRP-PU Strengthening Effect on RC Panels under Blast loading ”
    J. H.YiN. H.Choi , J. K.KimJ. H. J . Composite Structures , Vol . 93 , No . 8 , pp . 2070-2082 [2011]
  • “ Experimental Study on Blast Resistance Improvement of RC Panels by FRP Retrofitting ”
    J. H.YiN. H.KimS. B.ChoiJ. K.KimJ. H. J . Journal of the Korea Concrete Institute , Vol . 22 , No . 1 , pp . 93-102 ( In Korean [2010]
  • “ Exfoliation and pore pressure in HPC at high temperatures ”
    Kalifa , P.MenneteauF. D.Quenard , D. Cement & Concrete Research , Vol . 30 , pp . 1-13 [2000]
  • “ EUREKA-499-HGV fire test ”
    French , S. E. Proceedings of the International Conference on Fires in Tunnels , SP Report , Vol . 54 , pp . 63-85 [1992]
  • “ Deformation of concrete and cement paste loadinged at constant temperatures from 140 to 724 ℃ ”
    Khoury , G. A.DiasW. P.Sullivan , P. J. E. Materials and StructuresVol . 19 , No . 2 , pp . 97-104 [1986]
  • “ Damage Evaluation of Bi-directionally prestressed Concrete Panels under Blast-fire Combined loading ”
    J. H.ChoiS. J.KimT. K.KimJ. H. J . B Journal of the Korea Concrete Institute , Vol . 29 , No . 3 , pp . 237-248 ( In Korean [2017]
  • “ Crash Simulation of Transport Aircraft for Perdicting Fuel Release ”
    Bocchieri , R.T.Macneill , R.Navarro-Northrup , C.Dierdorf , D.S . 2010 FAA Worldwide Technology Transfer Conference , Athantic City , NJ , April 20-22 [2010]
  • “ Composite structural panels subjected to explosive loading ”
    Lan , S.LokT. S.Heng , L. Construction and Building Materials Vol . 19 , No . 5 , pp . 387-395 [2005]
  • “ Capabilities of a Shock Tube to Simulate Blast loading on Structures ”
    Lloyde , A.Jacques , E.Saatcioglu , D.Palermo , D.Nistro , I.Tikka , T. Behavior of Concrete Structures subjected to Blast and Impact loadings , American Concrete Institute , SP281-3 , Michigan [2011]
  • “ Blast-resistant characteristics of ultra-high strength concrete and reactive powder concrete ”
    YiN. H.KimJ. H. J.HanT. S.ChoY. G.Lee , J. H. Construction and Building Materials , Vol . 28 , No . 1 , pp . 694-707 [2011]
  • “ Blast-Resistant Structural Concrete and Steel Connections ”
    Krauthammer , T. International Journal of Impact Engineering , Vol . 22 , No . 9 , pp . 887-910 [1999]
  • “ Blast response of concrete beams and slabs externally reinforced with fibre reinforced plastics ( FRP ) ”
    Ross , C. A.PurcellM. R.Jerome , E. L. Proceedings of the structure . Congress . XV-building to last , Portland , USA . pp . 673-677 [1997]
  • “ Blast Resistance Design and Retrofit of Reinforced Concrete Columns and Walls ”
    MorrillK. B.MalvarL. J.CrawfordJ. E.Ferritto , J. M. Securing the Future Proceedings of Structures Congress , Nashville , Tennessee , USA [2004]
  • “ Behavior of sandwich panels subject to intense air blast ? part 2 : numerical simulation ”
    Karagiozova , D.Nurick , G. N.Langdon , G. S. Composite Structure , Vol . 91 , No . 4 , pp . 442-450 [2009]
  • “ An effective numerical simulation methodology to predict the impact response of pre-effective stressed concrete members ”
    Jiang , H.Chorzepa , M. G. Engineering Failure numerical analysis , Vol . 55 , pp . 63-78 [2015]
  • “ Aircraft Impact Damage ”
    Wierzbicki , T. , Xue , L.Hendry , B. M. The Towers Lost and Beyond of a Collection of Essays on the WTC by Researchers at the Massachusetts Institute of Technology , Massachusetts [2002]
  • “ A Plasticity Concrete Material Model for DYNA3D ”
    MalvarL. J.CrawfordJ. E.WesevichJ. W.Simons , D. International Journal of Impact Engineering , Vol . 19 , No . 9/10 pp . 847-873 [1997]
  • prestressed Concrete Structure
    Collins , M. P.Mitchell , P. Prentice Hall [1991]
  • Terrorism Information Integration Center
    National Intelligence Services http : //www.tiic.go.kr ( In Korean [2009]
  • Structures to Resist the Effects of Accidental Explosions
    TM5-1300/AFR 88-2/NAVFAC P-39 . Joint Departments of the Army , Air Force and Navy . Washington DC [1990]
  • Structural Aspects of Ship Collisions
    Jones , N. Chapter 11 , in Structural Crashworthiness , Eds . N. Jones and T Wierzbicki , Butterworths , London , pp . 308-337 [1983]
  • Singori Unit 1 Operating Permit Screening and Safety Tests
    KINS ( Korea Institute of Nuclear SafetyKINS/AR-897 ( In Korean [2010]
  • Reactor Building Containment Structural Design Criteria
    Sofinel . Framatome-Korea Electric Co. Technical Specification No . 9441 [1984]
  • Properties of Material at High Temperatures-Concrete , 2nd ed.
    Schmeider , U . RILEM Report , Gesamthochule Kassel , Germany [1986]
  • Physical SecurityStructural Design for Physical Security : State of the Practice Report , Task Committee on Physical Security
    American Society of Civil Engineers , New York , pp . 4.1-4.48 [1999]
  • Matlab User ’ s Manual , Version 6.5 Varley , N. and Both , C.“ Fire protection of concrete linings in tunnels ”
    Mathworks Inc. Concrete ( London ) , Vol . 33 No . 5 , pp . 27-30 [20021999]
  • LS-DYNA keyword user ’ s manual
    LSTC ( Liverore Software Technology CorporationVersion 971 [2007]
  • Korea Standards AssociationKS F 2257 Method of Fire Resistance Test of Structural Members
    Korea Standards Association ( In Korean ) [2005]
  • Japan Concrete Institute
    コンク-リト構造物の火災安全性硏究委員會 報告書 日本コンク-リト工學協會 ( In Japanese [2002]
  • ISO (International Standards Organization) (1980), ISO 834 Fire Resistance Tests - Elements of Building Construction, International Standards Organization.
    ISO ( International Standards OrganizationInternational Standards Organization [1980]
  • High Strength Concrete Phase 3 . SP6 : Fire Resistance Report 6.2. exfoliation Reduction through Material Design
    Hammer , T. A . Structures and Concrete , Selskapet for Industriell og Teknisk Forskning , Trondheim ( Norway [1995]
  • Guidelines for Structural Fire Resistance for Road Tunnels
    International Tunnelling Association Working Group No . 6 , ITA [2004]
  • Fundamental of Protective Design for Conventional Weapons . Conventional Weapons Effects ( TM5-8511-1 )
    Hyde , D. W. United States Army Waterway Experiment Station . Vicksburg , Miss [1992]
  • Fortran User ’ s Manual
    Microsoft Developer Studio [1994]
  • Explosions in Air
    Baker , W. E. Wilfred Baker Engineering , San Antonio [1973]
  • Experimental Evaluation of Concrete Structural Behavior Subjected to Extreme loadings such as Blast , Impact
    Yi , N. H. Fire , and Impact-Fire , Thesis of Doctor of Philosophy , Department of Civil and Environmental Engineering , Yonsei University , Seoul , Korea [2013]
  • Estimation of Convective Heat Transfer Coefficient for Fire-Damaged Concrete Tunnel Lining Using Model Fire Tests and Finite Element Elimination Approach
    Choi , S. W. Thesis of Doctor of Philosophy , Department of [2013]
  • Development of numerical analysis Method for prestressed Concrete Reactor Containment Structures subjected to Ultimate Pressure
    KINS ( Korea Institute of Nuclear SafetyKINS/HR-439 ( In Korean ) [1998]
  • Development of Regulator Assessment Technology for Small and Medium Power Reactors - Evaluation and Assess Procedure of the Aircraft Impact
    KINS ( Korea Institute of Nuclear SafetyKorea , KINS/HR-968 ( In Korean [2009]
  • Design and numerical analysis of Hardened Structures to Conventional Weapons Effects
    TM5-855-1 / AFPAM32-1147 / NAVFACP-1080 / DAHSCWEMAN-97 Joint Departments of the Army , Air Force , Navy and the Defense Special Weapons Agency . Washington DC [1997]
  • Construction Technology LaboratoriesConcrete Containment Structural Element Tests : Half-Thickness Element Tests-Description and Results
    NP-3774 .1984a Electric Power Research Institute . Illinois
  • Construction Technology Laboratories , Concrete Containment Structural Element Tests : Half-Thickness Element Tests-Detailed Test Data
    NP-3774 .1984b Electric Power Research Institute . Illinois
  • Compressive strength of concrete at high temperatures: a reassessment
    Khoury, G.A Magazine of concrete Research , Vol . 44 , No . 161 , pp . 291-309 [1992]
  • Civil and Environmental Engineering, Yonsei University, Seoul, Korea.
    Civil and Environmental Engineering , Yonsei University , Seoul , Korea
  • Blast simulator wall tests : Experimental methods and mitigation strategies for reinforced concrete and concrete masonry
    OesterleM. G. Doctoral Thesis , University of California , San Diego , USA [2009]
  • Blast numerical analysis of FRP-retrofitted concrete structures considering FRP failure mechanisms
    Kim , H. J . Thesis of Doctor of Philosophy , Department of Civil and Environmental Engineering , Yonsei University , Seoul , Korea [2007]
  • BS 476 : Part 20 Fire Tests on Building Materials and Structures - Part 20 : Method for Determination of the Fire Resistance of Elements of Construction ( General Principles )
    British Standards British Standards Institution [1987]
  • ACI 435 Code Requirements for Determining Fire Resistance of Concrete and Masonry Construction Assemblies
    Concrete Institute ACI Manual of Concrete Practice [2007]
  • ACI 318 Building code requirements for structural concrete
    Concrete Institute ACI Manual of Concrete Practice [2008]
  • A Study on the Functional Assessment of the prestressed System and Main Structural Elements in Life Extended Containment Building
    KINS ( Korea Institute of Nuclear SafetyKINS/HR-413 ( In Korean ) [2001]
  • 2016 ) , “ Experimental Evaluation of Bi-directionally Unbonded prestressed Concrete Panel Blast Resistance Behavior under Blast
    Choi , J., ChoiS., ChoC., KimK.and Kim , J. H. Scenario ” , Journal of the Korea Concrete Institute , Vol . 28 , No . 6 , pp . 673-683 [.]