연구동향 분석

콘크리트 재료의 동적 물성 변화를 모사하기 위한 유변학적(Rheological)모델 개발 및 평가

황영광 임윤묵 Hwang, Young Kwang Lim, Yun Mook 2015년

논문상세정보
인용/피인용
' 콘크리트 재료의 동적 물성 변화를 모사하기 위한 유변학적(Rheological)모델 개발 및 평가' 의 주제별 논문영향력
논문영향력 선정 방법
논문영향력 요약
주제
  • directtensiontest
  • rate dependency
  • rheological model
  • strain rate
  • 변형률 속도
  • 속도의존성
  • 유변학적 모델
  • 직접인장시험
동일주제 총논문수 논문피인용 총횟수 주제별 논문영향력의 평균
65 0

0.0%

' 콘크리트 재료의 동적 물성 변화를 모사하기 위한 유변학적(Rheological)모델 개발 및 평가' 의 참고문헌

  • Splithopkinson pressure-bar tests on concrete and mortar in tension and compression
    Ross, C. A. ACI Materials Journal 86 (5) : 475 ~ 481 [1989]
  • Simulation of shrinkage induced cracking in cement composite overlays
    Bolander, J. E. Cement and Concrete Composites 26 : 861 ~ 871 [2004]
  • Simulation of rate dependent fracture in concrete using an irregular lattice model
    Kim, K. Cement and Concrete Composites 33 (9) : 949 ~ 955 [2011]
  • Rigid-bodyspring network with visco-plastic damage model for simulating rate dependent fracture of RC structures
    Kim, K. Applied Mechanics and Materials 82 : 259 ~ 265 [2011]
  • Review of strain rate effects for concrete in tension
    Malvar, L. J. ACI Materials Journal 95 (6) : 735 ~ 739 [1998]
  • Modelling of impact behaviour of concrete – an experimental approach
    Vegt, I. Computational Modelling of Concrete Structures – EURO-C 2006 : 451 ~ 458 [2006]
  • Major parameters governing concrete dynamic behaviour and dynamic failure of concrete structures
    Toutlemonde, F. Euro-DYMAT94 : 29 ~ 30 [1994]
  • Impact behaviour of concrete: A Computational Approach
    Barpi, F Engineering Fracture Mechanics 71 (15) : 2197 ~ 2213 [2004]
  • Impact behavior of plain concrete loaded in uniaxial compression
    Bischoff, P. H. Jounal of Engineering Mechanics, ASCE 121 (6) : 685 ~ 693 [1995]
  • Fracture analyses using spring networks with random geometry
    Bolander, J. E. Engineering Fracture Mechanics 61 : 569 ~ 591 [1998]
  • Failure simulation of RC structures under highly dynamic conditions using random lattice models
    Kim, K. Computers and Structures 125 : 127 ~ 136 [2013]
  • Dynamic behavior of concrete at high strain rates and pressures: I. Experimental Characterization
    Grote, D. L. International Journal of Impact Engineering 25 (9) : 869 ~ 886 [2001]
  • Discrete element modelling of concrete submitted to dynamic loading at high strain rates
    Hentz, S. Computers and Structures 82 : 2509 ~ 2524 [2004]
  • Discrete Element Method (DEM) analysis for Hot-Mix Asphalt (HMA) mixture compaction
    Chen, J. University of Tennessee [2011]
  • 박사
    Development of irregular lattice models for simulating rate dependent failure in concrete materials and structures
    김근휘 연세대학교 대학원 [2011]
  • Coupled damage and plasticity modelling in transient dynamic analysis of concrete
    Gatuingt, F. International Journal for Numerical and Analytical Methods in Geomechanics 26 : 1 ~ 24 [2002]
  • Concrete subjected to high rates of loading in compression
    Hughes, B. P. Magazine of Concrete Research 24 (78) : 25 ~ 36 [1972]
  • Concrete behavior in direct tension tests at high strain rates
    Cadoni, E. Magazine of Concrete Research, ICE 65 (11) : 660 ~ 672 [2013]
  • Compressive behaviour of concrete at high strain rates
    Bischoff, P. H. Materials and Structures 24 : 425 ~ 450 [1991]
  • An analysis of dynamic fracture in concrete with a continuum visco-elastic visco-plastic damage model
    Pedersen, R. R. Engineering Fracture Mechanics 75 (13) : 3782 ~ 3805 [2008]
  • A physical phenomenon which can explain the mechanical behaviour of concrete under high strain rates
    Rossi, P Materials and Structures 24 : 422 ~ 424 [1991]