A combined scheme of edge-based and node-based smoothed finite element methods for Reissner–Mindlin flat shells
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  • 作者:Son Nguyen-Hoang ; Phuc Phung-Van ; Sundararajan Natarajan…
  • 关键词:Reissner–Mindlin flat shell ; Edge ; based smoothed finite element method (ES ; FEM) ; Node ; based smoothed finite element method (NS ; FEM) ; Strain smoothing technique
  • 刊名:Engineering with Computers
  • 出版年:2016
  • 出版时间:April 2016
  • 年:2016
  • 卷:32
  • 期:2
  • 页码:267-284
  • 全文大小:3,676 KB
  • 参考文献:1.Yang HTY, Saigal S, Masud A, Kapania RK (2000) A survey of recent shell element. Int J Numer Methods Eng 47:101–127MathSciNet CrossRef MATH
    2.Zienkiewicz OC, Taylor RL, Too JM (1971) Reduced integration technique in general analysis of plates and shells. Int J Numer Methods Eng 3:275–290CrossRef MATH
    3.Hughes TJR, Cohen M, Haroun M (1978) Reduced and selective integration techniques in finite element analysis of plates. Nucl Eng Des 46:203–222CrossRef
    4.Bathe KJ, Dvorkin EN (1986) A formulation of general shell elements—the use of mixed interpolation of tensorial components. Int J Numer Methods Eng 22:697–722CrossRef MATH
    5.Areias PMA, Song JH, Belytschko T (2006) Analysis of fracture in thin shells by overlapping paired elements. Int J Numer Methods Eng 195:5343–5360MATH
    6.Rabczuk T, Areias PMA (2006) A meshfree thin shell for arbitrary evolving cracks based on an external enrichment. Comput Model Eng Sci 16(2):115–130
    7.Rabczuk T, Areias PMA, Belytschko T (2007) A meshfree thin shell for large deformation, finite strain and arbitrary evolving cracks. Int J Numer Methods Eng 72(5):524–548MathSciNet CrossRef MATH
    8.Flores FG, Estrada CF (2007) A rotation-free thin shell quadrilateral. Comput Methods Appl Mech Eng 196:2631–2646CrossRef MATH
    9.Bischoff M, Ramm E (1997) Shear deformable shell elements for large strains and rotations. Int J Numer Methods Eng 40(23):4427–4449CrossRef MATH
    10.Bletzinger KU, Bischoff M, Ramm E (2000) A unified approach for shear-locking-free triangular and rectangular shell finite elements. Comput Struct 75:321–334CrossRef
    11.Guzey S, Stolarski HK, Cockburn B, Tamma KK (2006) Design and development of a discontinuous Galerkin method for shells. Comput Methods Appl Mech Eng 195:3528–3548
    12.Tessler A, Hughes TJR (1985) A three-node Mindlin plate element with improved transverse shear. Comput Methods Appl Mech Eng 50:71–101CrossRef MATH
    13.Batoz JL, Lardeur P (1989) A discrete shear triangular nine d.o.f. element for the analysis of thick to very thin plates. Int J Numer Methods Eng 29:533–560MathSciNet CrossRef MATH
    14.Liu GR, Nguyen-Thoi T (2010) Smoothed Finite Element Methods. CRC Press, Taylor and Francis Group, New YorkCrossRef
    15.Liu GR, Dai KY, Nguyen-Thoi T (2007) A smoothed finite element for mechanics problems. Comput Mech 39:859–877
    16.Liu GR, Nguyen-Thoi T, Lam KY (2009) An edge-based smoothed finite element method (ES-FEM) for static, free and forced vibration analyses of solids. J Sound Vib 32:1100–1130CrossRef
    17.Liu GR, Nguyen-Thoi T, Nguyen-Xuan H, Lam KY (2009) A node-based smoothed finite element method (NS-FEM) for upper bound solutions to solid mechanics problems. Comput Struct 87:14–26
    18.Cui X, Liu GR, Li G, Zhang GY, Zheng G (2010) Analysis of plates and shells using an edge-based smoothed finite element method. Comput Mech 45:141–156
    19.Nguyen-Xuan H, Liu GR, Thai CH, Nguyen TT (2009) An edge-based smoothed finite element method (ES-FEM) with stabilized discrete shear gap technique for analysis of Reissner–Mindlin plates. Comput Methods App Mech Eng 199:471–89
    20.Nguyen-Xuan H, Rabczuk T, Nguyen-Thanh N, Nguyen-Thoi T, Bordas S (2010) A node-based smoothed finite element method with stabilized discrete shear gap technique for analysis of Reissner–Mindlin plates. Comput Mech 46:679–701
    21.Nguyen-Thoi T, Phung-Van P, Nguyen-Xuan H, Thai-Hoang C (2012) A cell-based smoothed discrete shear gap method using triangular elements for static and free vibration analyses of Reissner-Mindlin plates. Int J Numer Methods Eng 91(7):705–741MathSciNet CrossRef MATH
    22.Nguyen-Thanh N, Rabczuk T, Nguyen-Xuan H, Bordas S (2011) An alternative alpha finite element method with stabilized discrete shear gap technique for analysis of Mindlin-Reissner plates. Finite Elem Anal Des 47(5):519–535CrossRef MATH
    23.Nguyen-Thoi T, Bui-Xuan T, Phung-Van P, Nguyen-Hoang S, Nguyen-Xuan H (2014) An edge-based smoothed three-node Mindlin plate element (ES-MIN3) for static and free vibration analyses of plates. KSCE J Civil Eng 18(4):1072–1082CrossRef MATH
    24.Phung-Van P, Nguyen-Thoi T, Luong-Van H, Lieu-Xuan Q (2014) Geometrically nonlinear analysis of functionally graded plates using a cell-based smoothed three-node plate element (CS-MIN3) based on the C0-HSDT. Comput Methods Appl Mech Eng 270:15–36
    25.Luong-Van H, Nguyen-Thoi T, Liu GR, Phung-Van P (2014) A cell-based smoothed finite element method using three-node shear-locking free Mindlin plate element (CS-FEM-MIN3) for dynamic response of laminated composite plates on viscoelastic foundation. Eng Anal Boundary Elem 42:8–19
    26.Phung-Van P, Thai HC, Nguyen-Thoi T, Nguyen-Xuan H (2014) Static and free vibration analyses of composite and sandwich plates by an edge-based smoothed discrete shear gap method (ES-DSG3) using triangular elements based on layerwise theory. Compos Part B Eng 60:227–238CrossRef
    27.Phung-Van P, Nguyen-Thoi T, Dang-Trung H, Nguyen-Minh N (2014) A cell-based smoothed discrete shear gap method (CS-FEM-DSG3) using layerwise theory based on the C0-HSDT for analyses of composite plates. Compos Struct 111:553–565
    28.Phung-Van P, Luong-Van H, Nguyen-Thoi T, Nguyen-Xuan H (2014) A cell-based smoothed discrete shear gap method (CS-FEM-DSG3) based on the C0-type higher-order shear deformation theory for dynamic responses of Mindlin plates on viscoelastic foundations subjected to a moving sprung vehicle. Int J Numer Methods Eng 98(13):988–1014MathSciNet CrossRef MATH
    29.Phung-Van P, Nguyen-Thoi T, Luong-Van H, Thai-Hoang C, Nguyen-Xuan H (2014) A cell-based smoothed discrete shear gap method (CS-FEM-DSG3) using layerwise deformation theory for dynamic response of composite plates resting on viscoelastic foundation. Comput Methods Appl Mech Eng 272:138–159
    30.Nguyen-Thoi T, Phung-Van P, Thai-Hoang C, Nguyen-Xuan H (2013) A cell-based smoothed discrete shear gap method (CS-DSG3) using triangular elements for static and free vibration analyses of shell structures. Int J Mech Sci 74:32–45CrossRef
    31.Nguyen-Thoi T, Bui-Xuan T, Phung-Van P, Nguyen-Xuan H, Ngo-Thanh P (2013) Static, free vibration and buckling analyses of stiffened plates by CS-FEM-DSG3 using triangular elements. Comput Struct 125:100–113
    32.Liu GR, Nguyen-Thoi T, Lam KY (2008) A novel alpha finite element method (αFEM) for exact solution to mechanics problems using triangular and tetrahedral elements. Comput Methods Appl Mech Eng 197:3883–3897MathSciNet CrossRef MATH
    33.Zhang Z, Liu GR (2014) Solution bound and nearly exact solution to nonlinear solid mechanics problems based on the smoothed FEM concept. Eng Anal Boundary Elem 42:99–114
    34.Fluge W (1960) Stress in shells. Springer, BerlinCrossRef
    35.Mousa AI, Naggar MH (2007) Shallow spherical shell rectangular finite element for analysis of cross shaped shell roof. Elect J Struct Eng 7:41–51
    36.Liao CL, Reddy JN (1989) Continuum-based stiffened composite shell element for geometrical nonlinear analysis. AIAA J 27(1):95–101CrossRef MATH
    37.Sinha G, Mukhopadhyay M (1995) Static and dynamic analysis of stiffened shells—a review. Indian Natl Sci 61A(3/4):195–219
    38.Yoo JW, Moran B, Chen JS (2004) Stabilized conforming nodal integration in the natural-element method. Int J Numer Methods Eng 60:861–890CrossRef MATH
    39.PrustyBG SatsangiSK (2001) Analysis of stiffened shell for ships and ocean structures by finite element method. Ocean Eng 28:621–638CrossRef
    40.Sinha G, Sheikh AH, Mukhopadhyay MA (1992) New finite element model for the analysis of arbitrary stiffened shells. Finite Elem Anal Des 12:241–271CrossRef MATH
    41.Nguyen-Thanh N, Rabczuk T, Nguyen-Xuan H, Bordas S (2008) A smoothed finite element method for shell analysis. Comput Methods Appl Mech Eng 198(2):165–177
  • 作者单位:Son Nguyen-Hoang (1)
    Phuc Phung-Van (2)
    Sundararajan Natarajan (3)
    Hyun-Gyu Kim (1)

    1. Department of Mechanical and Automotive Engineering, Seoul National University of Science and Technology, 232 Gongneung-ro, Nowon-gu, Seoul, 139-743, South Korea
    2. Department of Mechanical Construction and Production, Faculty of Engineering and Architecture, Ghent University, Technologiepark Zwijnaarde 903, Zwijnaarde, 9052, Ghent, Belgium
    3. Department of Mechanical Engineering, Indian Institute of Technology-Madras, Chennai, 600036, India
  • 刊物类别:Computer Science
  • 刊物主题:Computer-Aided Engineering and Design
    Mathematical Applications in Chemistry
    Systems Theory and Control
    Calculus of Variations and Optimal Control
    Mechanics
    Applied Mathematics and Computational Methods of Engineering
  • 出版者:Springer London
  • ISSN:1435-5663
文摘
In this paper, a combined scheme of edge-based smoothed finite element method (ES-FEM) and node-based smoothed finite element method (NS-FEM) for triangular Reissner–Mindlin flat shells is developed to improve the accuracy of numerical results. The present method, named edge/node-based S-FEM (ENS-FEM), uses a gradient smoothing technique over smoothing domains based on a combination of ES-FEM and NS-FEM. A discrete shear gap technique is incorporated into ENS-FEM to avoid shear-locking phenomenon in Reissner–Mindlin flat shell elements. For all practical purpose, we propose an average combination (aENS-FEM) of ES-FEM and NS-FEM for shell structural problems. We compare numerical results obtained using aENS-FEM with other existing methods in the literature to show the effectiveness of the present method.

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