메뉴 건너뛰기




Volumn 62, Issue 7, 2005, Pages 952-977

A new one-point quadrature enhanced assumed strain (EAS) solid-shell element with multiple integration points along thickness: Part I - Geometrically linear applications

Author keywords

Enhanced assumed strain; Finite element method; Physical stabilization; Reduced integration; Solid shell; Thin shell structure

Indexed keywords

COMPUTATIONAL METHODS; MATHEMATICAL MODELS; STABILIZATION; THICKNESS MEASUREMENT; VOLUMETRIC ANALYSIS;

EID: 14344262116     PISSN: 00295981     EISSN: None     Source Type: Journal    
DOI: 10.1002/nme.1226     Document Type: Article
Times cited : (104)

References (55)
  • 2
    • 43349096144 scopus 로고
    • Reduced and selective integration techniques in finite element analysis of plates
    • Hughes TJR, Cohen M, Haroun M. Reduced and selective integration techniques in finite element analysis of plates. Nuclear Engineering Design 1978; 46:203-222.
    • (1978) Nuclear Engineering Design , vol.46 , pp. 203-222
    • Hughes, T.J.R.1    Cohen, M.2    Haroun, M.3
  • 3
    • 0019057349 scopus 로고
    • Generalization of selective integration procedures to anisotropic and nonlinear media
    • Hughes TJR. Generalization of selective integration procedures to anisotropic and nonlinear media. International Journal for Numerical Methods in Engineering 1980; 15:1413-1418.
    • (1980) International Journal for Numerical Methods in Engineering , vol.15 , pp. 1413-1418
    • Hughes, T.J.R.1
  • 4
    • 0026191397 scopus 로고
    • Assumed strain stabilization of the 4-node quadrilateral with 1-point quadrature for non-linear problems
    • Belytschko T, Bindeman LP. Assumed strain stabilization of the 4-node quadrilateral with 1-point quadrature for non-linear problems. Computer Methods in Applied Mechanics and Engineering 1991; 88 311-340.
    • (1991) Computer Methods in Applied Mechanics and Engineering , vol.88 , pp. 311-340
    • Belytschko, T.1    Bindeman, L.P.2
  • 9
    • 0034224272 scopus 로고    scopus 로고
    • A stabilized 3D co-rotational formulation for geometrically nonlinear analysis of multi-layered composite shells
    • Masud A, Tham CL, Liu WK. A stabilized 3D co-rotational formulation for geometrically nonlinear analysis of multi-layered composite shells. Computational Mechanics 2000; 26:1-12.
    • (2000) Computational Mechanics , vol.26 , pp. 1-12
    • Masud, A.1    Tham, C.L.2    Liu, W.K.3
  • 10
    • 0346008409 scopus 로고    scopus 로고
    • On the equivalence of mixed element formulations and the concept of reduced integration in large deformation problems
    • Reese S. On the equivalence of mixed element formulations and the concept of reduced integration in large deformation problems. International Journal of Nonlinear Sciences and Numerical Simulation 2002; 3:1-33.
    • (2002) International Journal of Nonlinear Sciences and Numerical Simulation , vol.3 , pp. 1-33
    • Reese, S.1
  • 12
    • 0034165886 scopus 로고    scopus 로고
    • A new locking-free brick element technique for large deformation problems in finite elasticity
    • Reese S, Wriggers P, Reddy BD. A new locking-free brick element technique for large deformation problems in finite elasticity. Computers and Structures 2000; 75:291-304.
    • (2000) Computers and Structures , vol.75 , pp. 291-304
    • Reese, S.1    Wriggers, P.2    Reddy, B.D.3
  • 17
    • 0032754219 scopus 로고    scopus 로고
    • Towards efficient and robust elements for 3D-soil plasticity
    • de Borst R, Groen AE. Towards efficient and robust elements for 3D-soil plasticity. Computers and Structures 1999; 70:23-34.
    • (1999) Computers and Structures , vol.70 , pp. 23-34
    • de Borst, R.1    Groen, A.E.2
  • 18
    • 0031362895 scopus 로고    scopus 로고
    • On the formulation of enhanced strain finite elements in finite deformations
    • Glaser S, Armero F. On the formulation of enhanced strain finite elements in finite deformations. Engineering Computations 1997; 14:759-791.
    • (1997) Engineering Computations , vol.14 , pp. 759-791
    • Glaser, S.1    Armero, F.2
  • 19
    • 0034165920 scopus 로고    scopus 로고
    • A mixed-enhanced strain method. Part I - Linear problems
    • Kasper EP, Taylor RL. A mixed-enhanced strain method. Part I-linear problems. Computers and Structures 2000; 75:237-250.
    • (2000) Computers and Structures , vol.75 , pp. 237-250
    • Kasper, E.P.1    Taylor, R.L.2
  • 21
    • 0009967875 scopus 로고    scopus 로고
    • Symbolic approach in computational mechanics and its application to the enhanced strain method
    • Ph.D. Thesis, University of Darmstadt, Germany
    • Korelc J. Symbolic approach in computational mechanics and its application to the enhanced strain method. Ph.D. Thesis, University of Darmstadt, Germany, 1996.
    • (1996)
    • Korelc, J.1
  • 22
    • 0344213755 scopus 로고    scopus 로고
    • An implementation of mixed enhanced finite elements with assumed strains in Cartesian and natural element coordinates using sparse B-matrices
    • Piltner R, An implementation of mixed enhanced finite elements with assumed strains in Cartesian and natural element coordinates using sparse B-matrices. Engineering Computations 2000; 17:933-949.
    • (2000) Engineering Computations , vol.17 , pp. 933-949
    • Piltner, R.1
  • 23
    • 0034322692 scopus 로고    scopus 로고
    • A highly efficient enhanced assumed strain physically stabilized hexahedral element
    • Puso MA. A highly efficient enhanced assumed strain physically stabilized hexahedral element. International Journal for Numerical Methods in Engineering 2000; 49:1029-1064.
    • (2000) International Journal for Numerical Methods in Engineering , vol.49 , pp. 1029-1064
    • Puso, M.A.1
  • 24
    • 0030214836 scopus 로고    scopus 로고
    • Large elasto-plastic finite element analysis of solids and shells with the enhanced assumed strain concept
    • Rohel D, Ramm E. Large elasto-plastic finite element analysis of solids and shells with the enhanced assumed strain concept. International Journal of Solids and Structures 1996; 33:3215-3237.
    • (1996) International Journal of Solids and Structures , vol.33 , pp. 3215-3237
    • Rohel, D.1    Ramm, E.2
  • 25
    • 0026867998 scopus 로고
    • Geometrically non-linear enhanced strain mixed methods and the method of incompatible modes
    • Simo JC, Armero F. Geometrically non-linear enhanced strain mixed methods and the method of incompatible modes. International Journal for Numerical Methods in Engineering 1992; 33:1413-1449.
    • (1992) International Journal for Numerical Methods in Engineering , vol.33 , pp. 1413-1449
    • Simo, J.C.1    Armero, F.2
  • 26
    • 0027847564 scopus 로고
    • Improved versions of assumed enhanced strain tri-linear elements for 3D finite deformation problems
    • Simo JC, Armero F, Taylor RL. Improved versions of assumed enhanced strain tri-linear elements for 3D finite deformation problems. Computer Methods in Applied Mechanics and Engineering 1993; 110 359-386.
    • (1993) Computer Methods in Applied Mechanics and Engineering , vol.110 , pp. 359-386
    • Simo, J.C.1    Armero, F.2    Taylor, R.L.3
  • 27
    • 0000269132 scopus 로고    scopus 로고
    • On volumetric locking of low-order solid and solid-shell elements for finite elastoviscoplastic deformations and selective reduced integration
    • Doll S, Schweizerhof K, Hauptmann R, Freischlager C. On volumetric locking of low-order solid and solid-shell elements for finite elastoviscoplastic deformations and selective reduced integration. Engineering Computations 2000; 17:874-902.
    • (2000) Engineering Computations , vol.17 , pp. 874-902
    • Doll, S.1    Schweizerhof, K.2    Hauptmann, R.3    Freischlager, C.4
  • 28
  • 29
    • 0032070799 scopus 로고    scopus 로고
    • A systematic development of 'solid-shell' element formulations for linear and non-linear analyses employing only displacement degrees of freedom
    • Hauptmann R, Schweizerhof K. A systematic development of 'solid-shell' element formulations for linear and non-linear analyses employing only displacement degrees of freedom. International Journal for Numerical Methods in Engineering 1998; 42:49-69.
    • (1998) International Journal for Numerical Methods in Engineering , vol.42 , pp. 49-69
    • Hauptmann, R.1    Schweizerhof, K.2
  • 30
    • 0035388085 scopus 로고    scopus 로고
    • Solid-shell elements with linear and quadratic shape functions at large deformations with nearly incompressible materials
    • Hauptmann R, Doll S, Harnau M, Schweizerhof K. Solid-shell elements with linear and quadratic shape functions at large deformations with nearly incompressible materials. Computers and Structures 2001; 79: 1671-1685.
    • (2001) Computers and Structures , vol.79 , pp. 1671-1685
    • Hauptmann, R.1    Doll, S.2    Harnau, M.3    Schweizerhof, K.4
  • 31
    • 0032025970 scopus 로고    scopus 로고
    • A theoretical and computational model for isotropic elastoplastic stress analysis in shells at large strains
    • Miehe C. A theoretical and computational model for isotropic elastoplastic stress analysis in shells at large strains. Computer Methods in Applied Mechanics and Engineering 1998; 155:193-233.
    • (1998) Computer Methods in Applied Mechanics and Engineering , vol.155 , pp. 193-233
    • Miehe, C.1
  • 32
    • 0345237265 scopus 로고    scopus 로고
    • A continuum based 3D-shell element for laminated structures
    • Klinkel S, Gruttman F, Wagner W. A continuum based 3D-shell element for laminated structures. Computers and Structures 1999; 71 43-62.
    • (1999) Computers and Structures , vol.71 , pp. 43-62
    • Klinkel, S.1    Gruttman, F.2    Wagner, W.3
  • 33
    • 0037469616 scopus 로고    scopus 로고
    • Optimal solid-shells for non-linear analysis of multilayer composites. Part I: Statics
    • Vu-Quoc L, Tan XG. Optimal solid-shells for non-linear analysis of multilayer composites. Part I: statics. Computer Methods in Applied Mechanics and Engineering 2003; 192:975-1016.
    • (2003) Computer Methods in Applied Mechanics and Engineering , vol.192 , pp. 975-1016
    • Vu-Quoc, L.1    Tan, X.G.2
  • 34
    • 0037469553 scopus 로고    scopus 로고
    • Optimal solid-shells for non-linear analysis of multilayer composites. Part II: Dynamics
    • Vu-Quoc L, Tan XG. Optimal solid-shells for non-linear analysis of multilayer composites. Part II: dynamics. Computer Methods in Applied Mechanics and Engineering 2003; 192:1017-1059.
    • (2003) Computer Methods in Applied Mechanics and Engineering , vol.192 , pp. 1017-1059
    • Vu-Quoc, L.1    Tan, X.G.2
  • 35
    • 0041814391 scopus 로고    scopus 로고
    • Elastoplastic stability analysis of shells using the physically stabilized finite element SHB8PS
    • Legay A, Combescure A. Elastoplastic stability analysis of shells using the physically stabilized finite element SHB8PS. International Journal for Numerical Methods in Engineering 2003; 57:1299-1322.
    • (2003) International Journal for Numerical Methods in Engineering , vol.57 , pp. 1299-1322
    • Legay, A.1    Combescure, A.2
  • 40
    • 4043059983 scopus 로고    scopus 로고
    • An enhanced strain 3D element for large deformation elastoplastic problems in thin-shell applications
    • Fontes Valente RA, Alves de Sousa RJ, Natal Jorge RM. An enhanced strain 3D element for large deformation elastoplastic problems in thin-shell applications. Computational Mechanics 2004; 34:38-52.
    • (2004) Computational Mechanics , vol.34 , pp. 38-52
    • Fontes Valente, R.A.1    Alves de Sousa, R.J.2    Natal Jorge, R.M.3
  • 42
    • 0003546215 scopus 로고    scopus 로고
    • The Finite Element Method: Linear Static and Dynamic Finite Element Analysis
    • (2nd edn). Dover Editions: New Jersey
    • Hughes TJR. The Finite Element Method: Linear Static and Dynamic Finite Element Analysis (2nd edn). Dover Editions: New Jersey, 2000.
    • (2000)
    • Hughes, T.J.R.1
  • 44
    • 0028483483 scopus 로고
    • Three-dimensional extension of a non-linear shell formulation based on the enhanced assumed strain concept
    • Büchter N, Ramm E. Three-dimensional extension of a non-linear shell formulation based on the enhanced assumed strain concept. International Journal for Numerical Methods in Engineering 1994; 37:2551-2568.
    • (1994) International Journal for Numerical Methods in Engineering , vol.37 , pp. 2551-2568
    • Büchter, N.1    Ramm, E.2
  • 45
    • 0024739299 scopus 로고
    • A class of simple and efficient degenerated shell elements-analysis of global spurious-mode filtering
    • Vu-Quoc L, Mora JA. A class of simple and efficient degenerated shell elements-analysis of global spurious-mode filtering. Computer Methods in Applied Mechanics and Engineering 1989; 74:117-175.
    • (1989) Computer Methods in Applied Mechanics and Engineering , vol.74 , pp. 117-175
    • Vu-Quoc, L.1    Mora, J.A.2
  • 46
    • 0025405012 scopus 로고
    • A perturbation method for dynamic analysis of under-integrated shell elements
    • Vu-Quoc L. A perturbation method for dynamic analysis of under-integrated shell elements. Computer Methods in Applied Mechanics and Engineering 1990; 79:129-172.
    • (1990) Computer Methods in Applied Mechanics and Engineering , vol.79 , pp. 129-172
    • Vu-Quoc, L.1
  • 47
    • 0026837248 scopus 로고
    • On a highly robust spurious-mode filtering method for uniformly reduced-integrated shell elements
    • Vu-Quoc L, Hoff C. On a highly robust spurious-mode filtering method for uniformly reduced-integrated shell elements. International Journal for Numerical Methods in Engineering 1992; 34:209-220.
    • (1992) International Journal for Numerical Methods in Engineering , vol.34 , pp. 209-220
    • Vu-Quoc, L.1    Hoff, C.2
  • 49
    • 0021384182 scopus 로고
    • A continuum mechanics based four-node shell element for general nonlinear analysis
    • Dvorkin EN, Bathe KJ. A continuum mechanics based four-node shell element for general nonlinear analysis. Engineering Computations 1984; 1:77-88.
    • (1984) Engineering Computations , vol.1 , pp. 77-88
    • Dvorkin, E.N.1    Bathe, K.J.2
  • 55
    • 0024125688 scopus 로고
    • Consistent linearization in elasto-plastic shell analysis
    • Ramm E, Matzenmiller A. Consistent linearization in elasto-plastic shell analysis. Engineering Computations 1988; 5:289-299.
    • (1988) Engineering Computations , vol.5 , pp. 289-299
    • Ramm, E.1    Matzenmiller, A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.