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      KCI등재 SCIE SCOPUS

      Material structure generation of concrete and its further usage in numerical simulations

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      https://www.riss.kr/link?id=A105931408

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      다국어 초록 (Multilingual Abstract)

      The execution of an experiment is a complex affair. It includes the preparation of test specimens, the measurement process itself and also the evaluation of the experiment as such. Financial requirements can differ significantly. In contrast, the cost...

      The execution of an experiment is a complex affair. It includes the preparation of test specimens, the measurement process itself and also the evaluation of the experiment as such. Financial requirements can differ significantly. In contrast, the cost of numerical simulations can be negligible, but what is the credibility of a simulated experiment? Discussions frequently arise concerning the methodology used in simulations, and particularly over the geometric model used. Simplification, rounding or the complete omission of details are frequent reasons for differences that occur between simulation results and the results of executed experiments. However, the creation of a very complex geometry, perhaps all the way down to the resolution of the very structure of the material, can be complicated. The subject of the article is therefore a means of creating the material structure of concrete contained in a test specimen. Because a complex approach is taken right from the very start of the numerical simulation, maximum agreement with experimental results can be achieved. With regard to the automation of the process described, countless material structures can be generated and randomly produced samples simulated in this way. Subsequently, a certain degree of randomness can be observed in the results obtained, e.g., the shape of the failure – just as is the case with experiments. The first part of the article presents a description of a complex approach to the creation of a geometry representing real concrete test specimens. The second part presents a practical application in which the numerical simulation of the compressive testing of concrete is executed using the generated geometry.

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      참고문헌 (Reference)

      1 Aurenhammer, F., "Voronoi diagrams-a survey of a fundamental geometric data structure" 23 (23): 345-405, 1991

      2 Kral, P., "Verification of the elasto-plastic behavior of nonlinear concrete material models" 10 : 175-181, 2016

      3 Murray, Y. D., "User’s Manual for LS-DYNA Concrete Material Model 159" FHWA 2007

      4 Vivo, P.G., "The Book of Shaders"

      5 Han, J., "Study on the bearing capacity of cold-formed steel under different boundary conditions in transmission towers" 12 (12): 665-672, 2017

      6 Swegle, J. W., "Smoothed particle hydrodynamics stability analysis" 116 (116): 123-134, 1995

      7 Benz, W., "Smoothed Particle Hydrodynamics: A Review" 1989

      8 Liu, G. R., "Smoothed Particle Hydrodynamics: A Meshfree Particle Method" World Scientific 2003

      9 Ayaho Miyamoto, "Sensitivity analysis of mechanical behaviors for bridge damage assessment" 국제구조공학회 41 (41): 539-558, 2012

      10 Kralik, J., "Probability analysis of a composite steel and concrete column loaded by fire" 769 : 126-132, 2015

      1 Aurenhammer, F., "Voronoi diagrams-a survey of a fundamental geometric data structure" 23 (23): 345-405, 1991

      2 Kral, P., "Verification of the elasto-plastic behavior of nonlinear concrete material models" 10 : 175-181, 2016

      3 Murray, Y. D., "User’s Manual for LS-DYNA Concrete Material Model 159" FHWA 2007

      4 Vivo, P.G., "The Book of Shaders"

      5 Han, J., "Study on the bearing capacity of cold-formed steel under different boundary conditions in transmission towers" 12 (12): 665-672, 2017

      6 Swegle, J. W., "Smoothed particle hydrodynamics stability analysis" 116 (116): 123-134, 1995

      7 Benz, W., "Smoothed Particle Hydrodynamics: A Review" 1989

      8 Liu, G. R., "Smoothed Particle Hydrodynamics: A Meshfree Particle Method" World Scientific 2003

      9 Ayaho Miyamoto, "Sensitivity analysis of mechanical behaviors for bridge damage assessment" 국제구조공학회 41 (41): 539-558, 2012

      10 Kralik, J., "Probability analysis of a composite steel and concrete column loaded by fire" 769 : 126-132, 2015

      11 Ima Rahmanian, "Optimal design of reinforced concrete beams: A review" 사단법인 한국계산역학회 13 (13): 457-482, 2014

      12 Kessenich J., "OpenGL Programming Guide" Addison-Wesley 2017

      13 남진원, "Numerical evaluation of FRP composite retrofitted reinforced concrete wall subjected to blast load" 사단법인 한국계산역학회 17 (17): 215-225, 2016

      14 Hokes, F., "Nonlinear numerical simulation of a fracture test with use of optimization for identification of material parameters" 10 : 159-166, 2016

      15 Ramakant Agrawal, "Nonlinear interaction behaviour of infilled frame-isolated footings-soil system subjected to seismic loading" 국제구조공학회 44 (44): 85-107, 2012

      16 Bazant, Z., "Non-local microplane model for fracture, damage and size effect in structures" 128 (128): 1119-1149, 1990

      17 Bazant, Z., "Microplane model for strain-controlled inelastic behavior" 4 : 5-59, 1984

      18 Plotnick, R. E., "Lacunarity indices as measures of landscape texture" 8 (8): 201-211, 1993

      19 Plotnick, R. E., "Lacunarity analysis : A general technique for the analysis of spatial patterns" 53 (53): 5461-5468, 1996

      20 Livermore Software Technology Corporation, "LS-DYNA Theory Manual" LSTC 2017

      21 Husek, M., "Inclusion of Randomness into SPH Simulations" 12 : 1-10, 2017

      22 Kala, J., "Improved element erosion function for concrete-like materials with the SPH method" 1-13, 2016

      23 Kala, J., "High speed loading of concrete constructions with transformation of eroded mass into the SPH" 10 : 145-150, 2016

      24 Kala, Z., "Global sensitivity analysis in stability problems of steel frame structures" 22 (22): 417-424, 2016

      25 Smith, T. G., "Fractal methods and results in cellular morphology-dimensions, lacunarity and multifractals" 69 (69): 123-136, 1996

      26 Karperien, A.B., "FracLac for ImageJ"

      27 Murray, Y. D., "Evaluation of Concrete Material Model 159" FHWA 2007

      28 Husek, M., "Effect of the support domain size in SPH fracture simulations" 10 : 396-402, 2016

      29 Willam, K., "Discrete Versus smeared crack analysis" 1995

      30 Karperien, A. B., "Defining microglial morphology: Form, function, and fractal dimension" Charles Sturt University 2004

      31 Perlin, K., "An image synthesizer" 19 (19): 287-296, 1985

      32 Belytschko, T., "A unified stability analysis of meshless particle methods" 48 (48): 1359-1400, 2000

      33 McIntyre, N. E., "A novel use of the lacunarity index to discern landscape function" 15 (15): 313-321, 2000

      34 Moës, N., "A finite element method for crack growth without remeshing" 46 (46): 131-150, 1999

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2022 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2021-12-01 평가 등재후보 탈락 (해외등재 학술지 평가)
      2020-12-01 평가 등재후보로 하락 (해외등재 학술지 평가) KCI등재후보
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-04-09 학회명변경 한글명 : (사)국제구조공학회 -> 국제구조공학회 KCI등재
      2007-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-06-16 학회명변경 영문명 : Ternational Association Of Structural Engineering And Mechanics -> International Association of Structural Engineering And Mechanics KCI등재
      2005-05-26 학술지명변경 한글명 : 국제구조계산역학지 -> Structural Engineering and Mechanics, An Int'l Journal KCI등재
      2005-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2002-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1999-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 1.12 0.62 0.94
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.79 0.68 0.453 0.33
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