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      A new hierarchic degenerated shell element for geometrically non-linear analysis of composite laminated square and skew plates

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      https://www.riss.kr/link?id=A104819663

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      다국어 초록 (Multilingual Abstract)

      This paper extends the use of the hierarchic degenerated shell element to geometric non-linear analysis of composite laminated skew plates by the p-version of the finite element method. For thegeometric non-linear analysis, the total Lagrangian formul...

      This paper extends the use of the hierarchic degenerated shell element to geometric non-linear analysis of composite laminated skew plates by the p-version of the finite element method. For thegeometric non-linear analysis, the total Lagrangian formulation is adopted with moderately largedisplacement and small strain being accounted for in the sense of von Karman hypothesis. The presentmodel is based on equivalent-single layer laminate theory with the first order shear deformation includinga shear correction factor of 5/6. The integrals of Legendre polynomials are used for shape functions withp-level varying from 1 to 10. A wide variety of linear and non-linear results obtained by the p-versionfinite element model are presented for the laminated skew plates as well as laminated square plates. Anumerical analysis is made to illustrate the influence of the geometric non-linear effect on the transversedeflections and the stresses with respect to width/depth ratio (a/h), skew angle (b), and stacking sequenceof layers. The present results are in good agreement with the results in literatures.

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      참고문헌 (Reference)

      1 Woo, "“Robustness of hierarchical elements formulated by integrals of Legendre polynomials”" 421-426, 1993

      2 Reddy, "“Exact solution of moderately thick laminated shells”" 794-809, 1984

      3 Owen, "refined analysis of laminated plates by finite element displacementmethods-I" 907-914, 1987

      4 Liu, "p-version curved shel element based on piecewise hierarchicaldisplacement approximation for laminated composite plates and shells Comput" Struct 55 (55): 527-542, 1995

      5 Owen, "nisotropic elasto-plastic finite element analysis of thick and thinplates and shells Numer" 541-566, 1983

      6 Rank, "n the accuracy of p-version elements for the Reissner-Mindlinplate problem Numer" 43 : 51-67, 1998

      7 Krause, "hp-Version finite elements for geometricaly nonlinear problems Communications in Numer" 101 : 887-897, 1995

      8 Holzer, "he p-version of finite element methods in incremental elasto-plasticanalysis Numer" 39 : 1859-1878, 1996

      9 Liu, "arge-deflection bending of symmetricaly laminated rectilinearlyorthotropic elliptical plates including transverse shear Archiv" 67 : 507-520, 1997

      10 2nd Ed, "Theory of Plates and Shells" McGraw-Hill and woi (and woi): 1959

      1 Woo, "“Robustness of hierarchical elements formulated by integrals of Legendre polynomials”" 421-426, 1993

      2 Reddy, "“Exact solution of moderately thick laminated shells”" 794-809, 1984

      3 Owen, "refined analysis of laminated plates by finite element displacementmethods-I" 907-914, 1987

      4 Liu, "p-version curved shel element based on piecewise hierarchicaldisplacement approximation for laminated composite plates and shells Comput" Struct 55 (55): 527-542, 1995

      5 Owen, "nisotropic elasto-plastic finite element analysis of thick and thinplates and shells Numer" 541-566, 1983

      6 Rank, "n the accuracy of p-version elements for the Reissner-Mindlinplate problem Numer" 43 : 51-67, 1998

      7 Krause, "hp-Version finite elements for geometricaly nonlinear problems Communications in Numer" 101 : 887-897, 1995

      8 Holzer, "he p-version of finite element methods in incremental elasto-plasticanalysis Numer" 39 : 1859-1878, 1996

      9 Liu, "arge-deflection bending of symmetricaly laminated rectilinearlyorthotropic elliptical plates including transverse shear Archiv" 67 : 507-520, 1997

      10 2nd Ed, "Theory of Plates and Shells" McGraw-Hill and woi (and woi): 1959

      11 Fares, "Non-linear bending analysis of composite laminated plates using a refined first-ordertheory Composite Structures" 46 : 257-266, 1999

      12 Reddy, "Mechanics of Laminated Composite Plates" CRC Press 1997

      13 Actis, "Hierarchic models for laminated plates and shells Comput" 172 : 79-107, 1999

      14 and Barut, "A free-formulation-based flat shell element for non-linear analysis ofcomposite structures Numer" 3825-3842, 1994

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      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
      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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