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Volumn 40, Issue 11, 2002, Pages 925-953

A simplified method for elastic large deflection analysis of plates and stiffened panels due to local buckling

Author keywords

Buckling; Energy principles; Large deflection plate theory; Local model; Postbuckling; Stiffened panel; Ultimate strength

Indexed keywords

BUCKLING; DEFLECTION (STRUCTURES); FINITE ELEMENT METHOD; MATHEMATICAL MODELS; PERTURBATION TECHNIQUES; PLATES (STRUCTURAL COMPONENTS); SHEAR DEFORMATION;

EID: 0036849307     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0263-8231(02)00042-3     Document Type: Article
Times cited : (107)

References (12)
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  • 3
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    • Fujikubo, M.1    Yao, T.2
  • 4
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    • (1987) Computers and Structures , vol.27 , Issue.1 , pp. 147-156
    • Ueda, Y.1    Rashed, S.M.H.2    Paik, J.K.3
  • 5
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    • A semi-analytical method for the elastic-plastic large deflection analysis of welded steel or aluminium plating under combined in-plane and lateral pressure loads
    • Paik J., Thayamballi A., Lee S., Kang S. A semi-analytical method for the elastic-plastic large deflection analysis of welded steel or aluminium plating under combined in-plane and lateral pressure loads. Thin-Walled Structures. 39:2001;125-152.
    • (2001) Thin-Walled Structures , vol.39 , pp. 125-152
    • Paik, J.1    Thayamballi, A.2    Lee, S.3    Kang, S.4
  • 9
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    • Application of the perturbation method to plate buckling problems
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    • Steen E. Application of the perturbation method to plate buckling problems. Research report in mechanics 98-1, University of Oslo, 1998.
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    • Steen, E.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.