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Volumn 4, Issue , 2006, Pages 2047-2059

Koiter'S post-buckling analysis of general shell structures using the finite element method

Author keywords

Finite elements; Perturbation; Post buckling; Shells

Indexed keywords

BUCKLING; FINITE ELEMENT METHOD; LOCKS (FASTENERS); STRAIN;

EID: 84878508855     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (5)

References (12)
  • 2
    • 0024985959 scopus 로고
    • Koiter's stability theory in a computer-aided engineering (cae) environment
    • J. Arbocz and J.M.A.M. Hol. Koiter's stability theory in a computer-aided engineering (cae) environment. nternational Journal of Solids Structures, 26:945-975, 1990.
    • (1990) International Journal of Solids Structures , vol.26 , pp. 945-975
    • Arbocz, J.1    Hol, J.M.A.M.2
  • 3
    • 0003225171 scopus 로고    scopus 로고
    • Dynamic buckling of elastic structures: criteria and estimates
    • Pergamon Press, 1965. Proceedings of International Conference, Northwestern University, Evanston, Illinois
    • B. Budiansky. Dynamic buckling of elastic structures: criteria and estimates. In Dynamic Stability of Structures. Pergamon Press, 1965. Proceedings of International Conference, Northwestern University, Evanston, Illinois.
    • Dynamic Stability of Structures
    • Budiansky, B.1
  • 4
    • 0017518586 scopus 로고
    • Mode interaction in axially stiffened cylindrical shells
    • J. W. Hutchinson E. Byskov. Mode interaction in axially stiffened cylindrical shells. AIAA Journal, 15:941-948, 1977.
    • (1977) AIAA Journal , vol.15 , pp. 941-948
    • Hutchinson, J.W.1    Byskov, E.2
  • 5
    • 0032690597 scopus 로고    scopus 로고
    • Construction of optimal 3-node plate bending triangles by templates
    • C.A. Felippa and C. Militello. Construction of optimal 3-node plate bending triangles by templates. Computational Mechanics, 24:1-13, 1999.
    • (1999) Computational Mechanics , vol.24 , pp. 1-13
    • Felippa, C.A.1    Militello, C.2
  • 6
    • 0031185559 scopus 로고    scopus 로고
    • A nonlinear beam finite element for the post-buckling analysis of plane frames by koiter's perturbation approach
    • A. D. Lanzo G. Salerno. A nonlinear beam finite element for the post-buckling analysis of plane frames by koiter's perturbation approach. Com- puter Methods in Applied Mechanics and Engineering, 146:325-249, 1997.
    • (1997) Computer Methods in Applied Mechanics and Engineering , vol.146 , pp. 325-249
    • Lanzo, A.D.1    Salerno, G.2
  • 7
    • 0019901141 scopus 로고
    • Accurate determination of asymptotic postbuckling stresses by the finite element method
    • E. Byskov J. F. Olesen. Accurate determination of asymptotic postbuckling stresses by the finite element method. Computer & Structures, 15:157-163, 1982.
    • (1982) Computer & Structures , vol.15 , pp. 157-163
    • Byskov, E.1    Olesen, J.F.2
  • 10
    • 0031187445 scopus 로고    scopus 로고
    • Analyzing buckling mode interactions in elastic structures using an asymptotic approach; theory and experiment
    • C. M. Menken, G. M. A. Schreppers, W. J. Groot, and R. Petterson. Analyzing buckling mode interactions in elastic structures using an asymptotic approach; theory and experiment. Computer & Structures, 64:473-480, 1997.
    • (1997) Computer & Structures , vol.64 , pp. 473-480
    • Menken, C.M.1    Schreppers, G.M.A.2    Groot, W.J.3    Petterson, R.4
  • 11
    • 0032097209 scopus 로고    scopus 로고
    • Direct determination of asymptotic structural postbuckling behavior by the finite element method
    • L. Damkilde P. N. Poulsen. Direct determination of asymptotic structural postbuckling behavior by the finite element method. International Journal for Numerical Methods in Engineering, 42:685-702, 1998.
    • (1998) International Journal for Numerical Methods in Engineering , vol.42 , pp. 685-702
    • Damkilde, L.1    Poulsen, P.N.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.