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      탄성균열해석을 위한 그리드 없는 유한차분법 = A Gridless Finite Difference Method for Elastic Crack Analysis

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      https://www.riss.kr/link?id=A101122164

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      다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

      This study presents a new gridless finite difference method for solving elastic crack problems. The method constructs the Taylor expansion based on the MLS(Moving Least Squares) method and effectively calculates the approximation and its derivatives without differentiation process. Since no connectivity between nodes is required, the modeling of discontinuity embedded in the domain is very convenient and discontinuity effect due to crack is naturally implemented in the construction of difference equations. Direct discretization of the governing partial differential equations makes solution process faster than other numerical schemes using numerical integration. Numerical results for mode I and II crack problems demonstrates that the proposed method accurately and efficiently evaluates the stress intensity factors.
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      This study presents a new gridless finite difference method for solving elastic crack problems. The method constructs the Taylor expansion based on the MLS(Moving Least Squares) method and effectively calculates the approximation and its derivatives w...

      This study presents a new gridless finite difference method for solving elastic crack problems. The method constructs the Taylor expansion based on the MLS(Moving Least Squares) method and effectively calculates the approximation and its derivatives without differentiation process. Since no connectivity between nodes is required, the modeling of discontinuity embedded in the domain is very convenient and discontinuity effect due to crack is naturally implemented in the construction of difference equations. Direct discretization of the governing partial differential equations makes solution process faster than other numerical schemes using numerical integration. Numerical results for mode I and II crack problems demonstrates that the proposed method accurately and efficiently evaluates the stress intensity factors.

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      참고문헌 (Reference)

      1 "무요소법의 약정식화와 강정식화를 위한 일관된 분산미분근사 (2): 수치예제 중심으로" 25 (25): 915-922, 2005b

      2 "무요소법의 약정식화와 강정식화를 위한 일관된 분산미분근사 (1) : 수학적 이론배경 및 이산화" 25 (25): 907-913, 2005a

      3 "Theory of Elasticity" 1970

      4 "The stress analysis of cracks handbook" 1973

      5 "The immersed interface method for elliptic equations with discontinuous coefficients and singular sources" 1994

      6 "The Immersed Interface Method for the NavierStokes Equations with Singular Forces" 171 : 822-842, 2001

      7 "Stability and instability in the computation of flows with moving immersed boundaries a comparison of three methods" 1992

      8 "Point collocation methods using the fast moving least square reproducing kernel approximation" 56 : 1445-1464, 2003

      9 "Meshfree point collocation method for elasticity and crack problem" 61 : 22-48, 2004

      10 "International Journal for Numerical Methods in Engineering" -256, 1994

      1 "무요소법의 약정식화와 강정식화를 위한 일관된 분산미분근사 (2): 수치예제 중심으로" 25 (25): 915-922, 2005b

      2 "무요소법의 약정식화와 강정식화를 위한 일관된 분산미분근사 (1) : 수학적 이론배경 및 이산화" 25 (25): 907-913, 2005a

      3 "Theory of Elasticity" 1970

      4 "The stress analysis of cracks handbook" 1973

      5 "The immersed interface method for elliptic equations with discontinuous coefficients and singular sources" 1994

      6 "The Immersed Interface Method for the NavierStokes Equations with Singular Forces" 171 : 822-842, 2001

      7 "Stability and instability in the computation of flows with moving immersed boundaries a comparison of three methods" 1992

      8 "Point collocation methods using the fast moving least square reproducing kernel approximation" 56 : 1445-1464, 2003

      9 "Meshfree point collocation method for elasticity and crack problem" 61 : 22-48, 2004

      10 "International Journal for Numerical Methods in Engineering" -256, 1994

      11 "Fast solvers for 3D Poisson equations involving interfaces in a finite or the infinite domain" 191 : 106-125, 2006

      12 "Crack tip and associated domain integrals from momentum and energy balance" 1987

      13 "A mixed-mode crack analysis of isotropic solids using conservation laws of elasticity Journal of Applied Mechanics" 1980

      14 "A mixed-mode crack analysis of isotropic solids using conservation laws of elasticity Journal of Applied Mechanics" 1980

      15 "A generalized finite-difference method based on minimizing global residual" 191 : 1421-1438, 2002

      16 "A finite point method for elasticity problems" 79 : 2151-2163, 2001

      17 "A fast iterative algorithm for elliptic interface problems" 35 : 230-254, 1998

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2028 평가예정 재인증평가 신청대상 (재인증)
      2022-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2019-01-01 평가 등재학술지 유지 (계속평가) KCI등재
      2016-01-01 평가 등재학술지 선정 (계속평가) KCI등재
      2015-12-01 평가 등재후보로 하락 (기타) KCI등재후보
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-05-29 학술지명변경 외국어명 : 미등록 -> Journal of the Computational Structural Engineering Institute of Korea KCI등재
      2005-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2002-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1999-07-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.27 0.27 0.23
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.22 0.2 0.443 0.03
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