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Volumn 35, Issue 5, 2005, Pages 315-331

A resultant 8-node solid-shell element for geometrically nonlinear analysis

Author keywords

8 node solid element; Geometrical nonlinearity; Jacobian transformation; Resultant forces

Indexed keywords

FINITE DIFFERENCE METHOD; MATHEMATICAL MODELS; MATRIX ALGEBRA; NONLINEAR EQUATIONS; PROBLEM SOLVING; SOLIDS; STIFFNESS; WALLS (STRUCTURAL PARTITIONS);

EID: 16244401172     PISSN: 01787675     EISSN: None     Source Type: Journal    
DOI: 10.1007/s00466-004-0606-9     Document Type: Article
Times cited : (73)

References (27)
  • 1
    • 0014808651 scopus 로고
    • Analysis of thick and thin shell structures by curved finite elements
    • Ahmad S, Irons BM, Zienkiewicz OC (1970) Analysis of Thick and Thin Shell Structures by Curved Finite Elements. Int; J. Numer. Meth. Eng. 2:419-451
    • (1970) Int; J. Numer. Meth. Eng. , vol.2 , pp. 419-451
    • Ahmad, S.1    Irons, B.M.2    Zienkiewicz, O.C.3
  • 2
    • 0032070799 scopus 로고    scopus 로고
    • A systematic development of solid-shell element formulations for linear and non-linear analysis employing only displacement degrees of freedom
    • Hauptmann R, Schweizerhof K (1998) A systematic development of solid-shell element formulations for linear and non-linear analysis employing only displacement degrees of freedom. Int; J. Numer. Meth. Eng. 42:49-69
    • (1998) Int; J. Numer. Meth. Eng. , vol.42 , pp. 49-69
    • Hauptmann, R.1    Schweizerhof, K.2
  • 3
    • 0033682999 scopus 로고    scopus 로고
    • A hybrid stress ANS solid-shell element and its generalization for smart structure modeling, Part I:Solid-shell element formulation
    • Sze KY, Yao LQ (2000) A hybrid stress ANS solid-shell element and its generalization for smart structure modeling, Part I:Solid-shell element formulation; Int. J. Numer. Meth. Eng. 48:545-564
    • (2000) Int. J. Numer. Meth. Eng. , vol.48 , pp. 545-564
    • Sze, K.Y.1    Yao, L.Q.2
  • 6
    • 0025449315 scopus 로고
    • A class of mixed assumed strain methods and the methods of incompatible modes
    • Simo JC, Rifai MS (1990) A class of mixed assumed strain methods and the methods of incompatible modes; Int. J. Numer. Meth. Eng. 29:1595-1638
    • (1990) Int. J. Numer. Meth. Eng. , vol.29 , pp. 1595-1638
    • Simo, J.C.1    Rifai, M.S.2
  • 7
    • 0026867998 scopus 로고
    • Geometrically non-linear enhanced strain mixed methods and the method of incompatible modes
    • Simo JC, Armero F (1992) Geometrically non-linear enhanced strain mixed methods and the method of incompatible modes; Int. J. Numer. Meth. Eng. 33:1413-1449
    • (1992) Int. J. Numer. Meth. Eng. , vol.33 , pp. 1413-1449
    • Simo, J.C.1    Armero, F.2
  • 8
    • 0027847564 scopus 로고
    • Improved versions of assumed enhanced strain tri-linear elements for 3D finite deformation problems
    • Simo JC, Armero R, Taylor RL (1993) Improved versions of assumed enhanced strain tri-linear elements for 3D finite deformation problems; Comput. Meth. Appl. Mech. Eng. 110:395-386
    • (1993) Comput. Meth. Appl. Mech. Eng. , vol.110 , pp. 395-1386
    • Simo, J.C.1    Armero, R.2    Taylor, R.L.3
  • 9
    • 0142027218 scopus 로고    scopus 로고
    • A triangular finite shell element based on a fully nonlinear shell formulation
    • Campello EMB, Pimenta PM, Wriggers P (2003) A triangular finite shell element based on a fully nonlinear shell formulation; Comput. Mech. 31:508-518
    • (2003) Comput. Mech. , vol.31 , pp. 508-518
    • Campello, E.M.B.1    Pimenta, P.M.2    Wriggers, P.3
  • 10
    • 16244372664 scopus 로고    scopus 로고
    • 2D-and 3D-enhanced assumed strain element and their application in plasticity, Computational Plasticity
    • Owen D, Onate E, and Hinton E, (eds), Pineridge Press, Swansea, U.K
    • th Int. conference Owen D, Onate E, and Hinton E, (eds), Pineridge Press, Swansea, U.K, pp. 1992-2007
    • (1996) th Int. Conference , pp. 1992-2007
    • Andelfinger, U.1    Ramm, E.2    Roehl, D.3
  • 11
    • 0031075734 scopus 로고    scopus 로고
    • Improved enhanced strain four-node element with Taylor expansion of the shape functions
    • Korelc J, Wriggers P (1997) Improved enhanced strain four-node element with Taylor expansion of the shape functions; Int. J. Numer. Meth. Eng. 40:406-421
    • (1997) Int. J. Numer. Meth. Eng. , vol.40 , pp. 406-421
    • Korelc, J.1    Wriggers, P.2
  • 12
    • 0021497441 scopus 로고
    • Rational approach for assumed stress elements
    • Pian THH, Sumihara K (1984) Rational approach for assumed stress elements. Int. J. Numer. Meth. Eng. 20:1685-1695
    • (1984) Int. J. Numer. Meth. Eng. , vol.20 , pp. 1685-1695
    • Pian, T.H.H.1    Sumihara, K.2
  • 13
    • 0027610753 scopus 로고
    • Assumed strain stabilization of the eight-node hexahedral element
    • Belytschko T, Bindeman LP (1993) Assumed strain stabilization of the eight-node hexahedral element; Comput. Meth. Appl. Mech. Eng. 105:225-260
    • (1993) Comput. Meth. Appl. Mech. Eng. , vol.105 , pp. 225-260
    • Belytschko, T.1    Bindeman, L.P.2
  • 14
    • 0023456413 scopus 로고
    • New improved hourglass control for bilinear and trilinear elements in anisotropic linear elasticity
    • Koh BC, Kikuchi N (1987) New improved hourglass control for bilinear and trilinear elements in anisotropic linear elasticity; Comput. Meth. Appl. Mech. Eng. 65:1-46
    • (1987) Comput. Meth. Appl. Mech. Eng. , vol.65 , pp. 1-46
    • Koh, B.C.1    Kikuchi, N.2
  • 15
    • 0034322692 scopus 로고    scopus 로고
    • A highly efficient enhanced assumed strain physically stabilized hexahedral element
    • Puso MA (2000) A highly efficient enhanced assumed strain physically stabilized hexahedral element; Int. J. Numer. Meth. Eng. 49:1029-1064
    • (2000) Int. J. Numer. Meth. Eng. , vol.49 , pp. 1029-1064
    • Ma, P.1
  • 16
    • 0037623345 scopus 로고    scopus 로고
    • A co-rotational 8-node assumed strain shell element for postbuckling analysis of laminated composite plates and shells
    • Kim KD, Lomboy GR, Han SC (2003) A co-rotational 8-node assumed strain shell element for postbuckling analysis of laminated composite plates and shells; Comput. Mech. 30(4):330-342
    • (2003) Comput. Mech. , vol.30 , Issue.4 , pp. 330-342
    • Kim, K.D.1    Lomboy, G.R.2    Han, S.C.3
  • 17
    • 0024606664 scopus 로고
    • Assumed strain stabilization procedure for the 9-node lagrange shell element
    • Belytschko T, Wong BL, Stolarski H (1989) Assumed strain stabilization procedure for the 9-node lagrange shell element; Int. J. Numer. Meth. Eng. 28:385-414
    • (1989) Int. J. Numer. Meth. Eng. , vol.28 , pp. 385-414
    • Belytschko, T.1    Wong, B.L.2    Stolarski, H.3
  • 18
    • 0021384182 scopus 로고
    • A continuum mechanics based four-node shell element for general nonlinear analysis
    • Dvorkin EN, Bathe KJ (1984) A continuum mechanics based four-node shell element for general nonlinear analysis, eng. comput. 1:77-88
    • (1984) Eng. Comput. , vol.1 , pp. 77-88
    • Dvorkin, E.N.1    Bathe, K.J.2
  • 19
    • 0345237265 scopus 로고    scopus 로고
    • A continuum based three-dimensional shell element for laminated structures
    • Klinkel S, Gruttmann F, Wagner W (1999) A continuum based three-dimensional shell element for laminated structures; Comput. Struct; 71:43-62
    • (1999) Comput. Struct , vol.71 , pp. 43-62
    • Klinkel, S.1    Gruttmann, F.2    Wagner, W.3
  • 20
    • 0031387356 scopus 로고    scopus 로고
    • A geometrical non-linear brick element based on the EAS-method
    • Klinkel S, Wagner W (1997) A geometrical non-linear brick element based on the EAS-method; Int. J. Numer. Meth. Eng. 40:4529-4545
    • (1997) Int. J. Numer. Meth. Eng. , vol.40 , pp. 4529-4545
    • Klinkel, S.1    Wagner, W.2
  • 21
    • 0347413601 scopus 로고    scopus 로고
    • A 4-node assumed strain quasi-conforming shell element with 6 degree of freedom
    • Kim KD, Lomboy GR, Voyiadjis GZ (2003) A 4-node assumed strain quasi-conforming shell element with 6 degree of freedom; Int. J. Numer. Meth. Eng. 58(14):2177-2200
    • (2003) Int. J. Numer. Meth. Eng. , vol.58 , Issue.14 , pp. 2177-2200
    • Kim, K.D.1    Lomboy, G.R.2    Voyiadjis, G.Z.3
  • 24
    • 0019574991 scopus 로고
    • Nonlinear finite element analysis of shells: Part I. Three-dimensional shells
    • Hughes TJR, Liu WK (1981) Nonlinear finite element analysis of shells: Part I. Three-dimensional shells. Comput. Meth. Appl. Mech. Eng. 26:331-362
    • (1981) Comput. Meth. Appl. Mech. Eng. , vol.26 , pp. 331-362
    • Hughes, T.J.R.1    Liu, W.K.2
  • 25
    • 0002716011 scopus 로고
    • The application of finite elements to the large deflection geometrically non-linear behaviour of cylindrical shells
    • Brebia CA, Tottenham H (eds) Southampton Univ. Press
    • Sabir AB, Lock AC (1973) The application of finite elements to the large deflection geometrically non-linear behaviour of cylindrical shells. In: Brebia CA, Tottenham H (eds) Variational Methods in Engineering 7, Southampton Univ. Press
    • (1973) Variational Methods in Engineering , vol.7
    • Sabir, A.B.1    Lock, A.C.2
  • 26
    • 0003158778 scopus 로고
    • Strategies for tracing the nonlinear response near limit
    • Bathe KJ, Oden JT, Wunderlich W. (eds) Finite Element Analysis, Springer-Verlag, Berlin
    • Ramm E (1981) Strategies for tracing the nonlinear response near limit. Formulations and Computational Algorithms. In: Bathe KJ, Oden JT, Wunderlich W. (eds) Finite Element Analysis, Springer-Verlag, Berlin
    • (1981) Formulations and Computational Algorithms
    • Ramm, E.1
  • 27
    • 0025399242 scopus 로고
    • On a stress resultant geometrically exact shell model. Part III: Computational aspects of the nonlinear theory
    • Simo JC, Fox DD, Rifai MS (1990) On a stress resultant geometrically exact shell model. Part III: Computational aspects of the nonlinear theory. Comput. Meth. Appl. Mech. Eng. 79:21-70
    • (1990) Comput. Meth. Appl. Mech. Eng. , vol.79 , pp. 21-70
    • Simo, J.C.1    Fox, D.D.2    Rifai, M.S.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.