Use of the differential quadrature method for the buckling analysis of cylindrical shell panels

Structural Engineering and Mechanics

Volumn 10, Issue 5, 2000, Pages 451-462

  Redekop, D ^a   Makhoul, E ^a  

^a UNIVERSITY OF OTTAWA   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY CONDITIONS; BUCKLING; DIFFERENTIAL EQUATIONS; SHELLS (STRUCTURES); STRUCTURAL ANALYSIS;

CYLINDRICAL SHELL PANELS; DIFFERENTIAL QUADRATURE METHOD; STABILITY ANALYSIS;

STRUCTURAL PANELS;

EID: 0034325091     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.2000.10.5.451     Document Type: Article

References (11)

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2. Budiansky, B. (1968), "Notes on nonlinear shell theory", ASME J. Appl. Mech., 40, 393-401.
3. Flügge, W. (1973), Stresses in Shells, 2nd Ed., Springer, Berlin.
4. Kounadis, A.N. and Sophianopoulos, D.S. (1996), "Nonlinear dynamic buckling of a cylindrical shell panel model", AIAA J, 34, 2421-2428.
5. Makhoul, E., Buckling of Thin Circular Cylindrical Shell Panels by the Differential Quadrature Method, M. A. Sc., Univ. of Ottawa, 2000.
6. Makhoul, E. and Redekop, D. (1999), "Buckling of cylindrical shell panels using the DQM", Proc. 1st Int. Conf. on Advances in Struct. Eng. Mech., Seoul, 1, 353-358.
7. NE/NASTRAN, (1998), User's Manual, v. 4.0, Noran Engineering, Inc., Garden Grove, CA.
8. Redekop, D. and Azar, P. (1991), "Dynamic response of a cylindrical shell panel to explosive loading", ASME J. Vib. Acoust., 113, 273-278.
9. Vandepitte, D. (1999), "Confrontation of shell buckling research results with the collapse of a steel water tower", J. Const. Steel Research, 49, 303-314.
10. Yamada, S. and Croll, J.G.A. (1989), "Buckling behavior of pressure loaded cylindrical panels", ASCE J. Eng. Mech., 115, 327-344.
11. Yamaki, N. (1984), Elastic Stability of Circular Cylindrical Shells, North Holland, New York.