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      KCI등재 SCIE SCOPUS

      Buckling analysis of filament wound composite cylindrical shell for considering the filament undulation and crossover

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      https://www.riss.kr/link?id=A104816869

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      다국어 초록 (Multilingual Abstract)

      The buckling equations of filament wound composite cylindrical shell are established. The coefficients Kij and Lij of the buckling equations are determined by solving the equations. The geometric analysis and the effective stiffness calculation for th...

      The buckling equations of filament wound composite cylindrical shell are established. The coefficients Kij and Lij of the buckling equations are determined by solving the equations. The geometric analysis and the effective stiffness calculation for the fiber crossover and undulation region are respectively accomplished. Using the effective stiffness of the undulation region, the specific formulas of the coefficients Kij and Lij of the buckling equations are determined. Numerical examples of the buckling critical loads have been performed for the different winding angles and stacking sequences cylindrical shell designs. It can be concluded that the fiber undulation results in the less effect on the buckling critical loads Pcr. Pcr increases with the thickness-radius ratio. The effect on Pcr due to the fiber undulation is more obvious with the thickness-radius ratio. Pcr decreases with the length-radius ratio. The effect on Pcr due to the fiber undulation can be neglected when the ratio is large.

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      참고문헌 (Reference)

      1 Najafov, A. M., "Torsional vibration and stability of functionally graded orthotropic cylindrical shells on elastic foundations" 48 : 829-840, 2013

      2 Sofiyev, A. H., "The vibration and buckling of sandwich cylindrical shells covered by different coatings subjected to the hydrostatic pressure" 117 : 124-134, 2014

      3 Francesco, T., "Static analysis of doubly-curved anisotropic shells and panels using CUF approach, differential geometry and differential quadrature method" 107 : 675-697, 2014

      4 Francesco, T., "Radial basis function method applied to doubly-curved laminated composite shells and panels with a general higher-order equivalent single layer formulation" 55 : 642-659, 2013

      5 Soldatos, K. P., "Nonlinear analysis of transverse shear deformable laminated composite cylindrical shells" ASEM 114 : 105-114, 1992

      6 Moreno, H.H., "Influence of winding pattern on the mechanical behavior of filament wound composite cylinders under external pressure" 68 : 1015-1024, 2008

      7 Jensen, D.W., "Influence of local fiber undulations on the global buckling behavior of filament-wound cylinders" 12 : 865-875, 1993

      8 Erasmo, V., "General higher-order shear deformation theories for the free vibration analysis of completely doubly-curved laminated shells and panels" 95 : 639-666, 2013

      9 Elghazouli, A. Y., "Experimental response of glass-reinforced plastic cylinders under axial compression" 11 : 347-371, 1998

      10 Azam, T., "Delamination buckling and postbuckling in composite cylindrical shells under external" 42 : 1379-1404, 2004

      1 Najafov, A. M., "Torsional vibration and stability of functionally graded orthotropic cylindrical shells on elastic foundations" 48 : 829-840, 2013

      2 Sofiyev, A. H., "The vibration and buckling of sandwich cylindrical shells covered by different coatings subjected to the hydrostatic pressure" 117 : 124-134, 2014

      3 Francesco, T., "Static analysis of doubly-curved anisotropic shells and panels using CUF approach, differential geometry and differential quadrature method" 107 : 675-697, 2014

      4 Francesco, T., "Radial basis function method applied to doubly-curved laminated composite shells and panels with a general higher-order equivalent single layer formulation" 55 : 642-659, 2013

      5 Soldatos, K. P., "Nonlinear analysis of transverse shear deformable laminated composite cylindrical shells" ASEM 114 : 105-114, 1992

      6 Moreno, H.H., "Influence of winding pattern on the mechanical behavior of filament wound composite cylinders under external pressure" 68 : 1015-1024, 2008

      7 Jensen, D.W., "Influence of local fiber undulations on the global buckling behavior of filament-wound cylinders" 12 : 865-875, 1993

      8 Erasmo, V., "General higher-order shear deformation theories for the free vibration analysis of completely doubly-curved laminated shells and panels" 95 : 639-666, 2013

      9 Elghazouli, A. Y., "Experimental response of glass-reinforced plastic cylinders under axial compression" 11 : 347-371, 1998

      10 Azam, T., "Delamination buckling and postbuckling in composite cylindrical shells under external" 42 : 1379-1404, 2004

      11 Guo, Z.X., "Calculating stiffness of filament winding composite for considering the filament undulation and crossover" 27 (27): 179-184, 2010

      12 Carvelli, V., "Buckling strength of GFRP under-water vehicles" 32 : 89-101, 2001

      13 Kardomateas, G.A., "Buckling of thick orthotropic cylindrical shells under combined external pressure and axial compression" 33 : 1946-1953, 1995

      14 Chen, Z. P., "Buckling of the axially compressed cylindrical shells with arbitrary axisymmetric thickness variation" 60 : 38-45, 2012

      15 Anastasiadis, J.S., "Buckling of pressure-loaded, long, shear deformation, cylindrical laminated shells" 23 (23): 221-231, 1993

      16 Simitses, G. T., "Buckling of moderately thick laminated cylindrical shells: a review" 27 : 581-587, 1996

      17 Messager, T., "Buckling of imperfect laminated cylinders under hydrostatic pressure" 53 : 301-307, 2001

      18 Sofiyev, A.H., "Buckling and vibration of shear deformable functionally graded orthotropic cylindrical shells under external pressures" 78 : 121-130, 2014

      19 Shen, F. C., "A filament-wound structure technology overview" 42 (42): 96-100, 1995

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      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
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      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
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      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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