메뉴 건너뛰기




Volumn 6, Issue , 1996, Pages

Solution of geometrically nonlinear problems using spatial reference and the p-version of the FEM

Author keywords

[No Author keywords available]

Indexed keywords

FINITE ELEMENT METHOD; NUMERICAL METHODS;

EID: 0005808768     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1115/96-DETC/CIE-1618     Document Type: Conference Paper
Times cited : (3)

References (20)
  • 1
    • 0019551364 scopus 로고
    • Nonlinear finite element analysis of elastic systems under nonconservative loading - Natural formulation. Part I. Quasistatic problems
    • and 1981] and
    • [Argyris and Symeonidis, 1981] Argyris, J. H. and Symeonidis, S., 1981, Nonlinear finite element analysis of elastic systems under nonconservative loading - Natural formulation. Part I. Quasistatic problems. Computer Methods in Applied Mechanics and Engineering, 26:75-123.
    • (1981) Computer Methods in Applied Mechanics and Engineering , vol.26 , pp. 75-123
    • Argyris1    Symeonidis2    Argyris, J. H.3    Symeonidis, S.4
  • 3
    • 0018429583 scopus 로고
    • A geometric and material non-linear plate and shell formulation
    • and Bolourchi, 1980] and
    • [Bathe and Bolourchi, 1980] Bathe, K. J. and Bolourchi, S., 1980, A geometric and material non-linear plate and shell formulation. Computers & Structures, 11:23-48.
    • (1980) Computers & Structures , vol.11 , pp. 23-48
    • Bathe1    Bathe, K. J.2    Bolourchi, S.3
  • 6
    • 0028338074 scopus 로고
    • Generalized mixed finite element model for preand pos-quasistatic buckling response of thin-walled framed structures
    • and 1994] and
    • [Gendy and Saleeb, 1994] Gendy, A. S. and Saleeb, A. F., 1994, Generalized mixed finite element model for preand pos-quasistatic buckling response of thin-walled framed structures. International Journal for Numerical Methods in Engineering, 37:297-322.
    • (1994) International Journal for Numerical Methods in Engineering , vol.37 , pp. 297-322
    • Gendy1    Saleeb2    Gendy, A. S.3    Saleeb, A. F.4
  • 7
    • 0023209396 scopus 로고
    • Nonlinear finite element analysis of elastic frames
    • and 1987] and
    • [Hsiao and Hou, 1987] Hsiao, K. M. and Hou, F. Y., 1987, Nonlinear finite element analysis of elastic frames. Computers & Structures, 26(4):693-701.
    • (1987) Computers & Structures , vol.26 , Issue.4 , pp. 693-701
    • Hsiao1    Hou2    Hsiao, K. M.3    Hou, F. Y.4
  • 8
  • 9
    • 0027840460 scopus 로고
    • p-version axisymmetric shell element for geometrically nonlinear analysis
    • and 1993] and
    • [Liu and Surana, 1993] Liu, J. H. and Surana, K. S., 1993, p-version axisymmetric shell element for geometrically nonlinear analysis. Computers & Structures, 49:1017-1026.
    • (1993) Computers & Structures , vol.49 , pp. 1017-1026
    • Liu1    Surana2    Liu, J. H.3    Surana, K. S.4
  • 12
    • 0021727784 scopus 로고
    • A total Lagrangian formulation for the geometrically nonlinear analysis of structures using finite elements. Part I. Two-dimensional problems: shell and plate structures
    • [Oliver and O~nate, 1984]
    • [Oliver and O~nate, 1984] Oliver, J. and O~nate, E., 1984, A total Lagrangian formulation for the geometrically nonlinear analysis of structures using finite elements. Part I. Two-dimensional problems: shell and plate structures. International Journal for Numerical Methods in Engineering, 20:2253-2281.
    • (1984) International Journal for Numerical Methods in Engineering , vol.20 , pp. 2253-2281
    • Oliver, J.1    O~nate, E.2
  • 13
    • 0017216725 scopus 로고
    • Large deformations of framed structures under static and dynamic loads
    • [Oran and Kassimali, 1976]
    • [Oran and Kassimali, 1976] Oran, C. and Kassimali, A., 1976, Large deformations of framed structures under static and dynamic loads. Computers & Structures, 6:539-547.
    • (1976) Computers & Structures , vol.6 , pp. 539-547
    • Oran, C.1    Kassimali, A.2
  • 14
    • 0028762537 scopus 로고
    • p-version two-dimensional beam element for geometrically nonlinear analysis
    • and Surana, 1994] and
    • [Orth and Surana, 1994] Orth, F. J. and Surana, K. S., 1994, p-version two-dimensional beam element for geometrically nonlinear analysis. Computers & Structures, 50(3):383-392.
    • (1994) Computers & Structures , vol.50 , Issue.3 , pp. 383-392
    • Orth1    Orth, F. J.2    Surana, K. S.3
  • 15
    • 33751520388 scopus 로고
    • Finite element analysis of geometrically nonlinear plate behavior using a Mindlin formulation
    • [Pica et al., 1980]
    • [Pica et al., 1980] Pica, A., Wood, R. D., and Hinton, E., 1980, Finite element analysis of geometrically nonlinear plate behavior using a Mindlin formulation. Computers & Structures, 11:203-215.
    • (1980) Computers & Structures , vol.11 , pp. 203-215
    • Pica, A.1    Wood, R. D.2    Hinton, E.3
  • 16
    • 0003278808 scopus 로고
    • A plate/shell element for large deflections and rotations
    • [Ramm, 1977] Bathe, K., Oden, J., and Wunderlich, W., editors, M.I.T. Press
    • [Ramm, 1977] Ramm, E., 1977, A plate/shell element for large deflections and rotations. In Bathe, K., Oden, J., and Wunderlich, W., editors, Formulation and Computational Algorithms in Finite Element Analysis. M.I.T. Press.
    • (1977) Formulation and Computational Algorithms in Finite Element Analysis
    • Ramm, E.1
  • 20
    • 0017634583 scopus 로고
    • Geometrically nonlinear finite element analysis of beams, frames, arches and axisymmetric shells
    • [Wood and Zienkiewicz, 1977]
    • [Wood and Zienkiewicz, 1977] Wood, R. D. and Zienkiewicz, O. C., 1977, Geometrically nonlinear finite element analysis of beams, frames, arches and axisymmetric shells. Computers & Structures, 7:725-735.
    • (1977) Computers & Structures , vol.7 , pp. 725-735
    • Wood, R. D.1    Zienkiewicz, O. C.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.