Optimal design of plates for shear buckling

Computers and Structures

Volumn 63, Issue 4, 1997, Pages 785-795

  Levy, R ^a   Sokolinsky, V ^a  

^a TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; COMPUTER AIDED ANALYSIS; COMPUTER SOFTWARE; CONVERGENCE OF NUMERICAL METHODS; EIGENVALUES AND EIGENFUNCTIONS; FORTRAN (PROGRAMMING LANGUAGE); MATRIX ALGEBRA; NUMERICAL METHODS; OPTIMIZATION; PLATES (STRUCTURAL COMPONENTS); STRUCTURAL LOADS; VARIATIONAL TECHNIQUES;

DISPLACEMENT; FOURIER SERIES; RAYLEIGH-RITZ METHOD; VARIATIONAL CALCULUS;

STRUCTURAL DESIGN;

EID: 0031142680     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(96)00063-6     Document Type: Article

References (9)

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2. N. V. Banichuk, Problems and Methods of Optimal Structural Design. Plenum Press, New York (1983).
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5. W. R. Spillers and R. Levy, Optimal design for plate buckling. J. struct. Engng ASCE 116, 850-858 (1990).
6. R. Levy, Buckling optimization of beams and plates on elastic foundation. J. Engng Mech. ASCE 116, 18-34 (1990).
7. R. Levy and W. R. Spillers, Optimal design for axisymmetric cylindrical shell buckling. J. Engng Mech. ASCE 115, 1683-1690 (1989).
8. S. P. Timoshenko and S. W. Krieger, Theory of Plates and Shells, 2nd Edn. McGraw-Hill, New York (1959).
9. V. Sokolinsky, Shear buckling optimization of rectangular plates. M.Sc. thesis, Technion, Haifa (1993).