Buckling of circular, annular plates of non-uniform thickness

Ocean Engineering

Volumn 24, Issue 1, 1997, Pages 51-61

  Laura, P A A ^a   Gutierrez, R H ^a   Sonzogni, V ^b   Idelsohn, S ^b  

^a Institute of Applied Mechanics Bahia Blanca   (Argentina)

^b UNIVERSIDAD NACIONAL DE ROSARIO   (Argentina)

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; BOUNDARY CONDITIONS; BUCKLING; EIGENVALUES AND EIGENFUNCTIONS; FINITE ELEMENT METHOD; FUNCTIONS; HYDROSTATIC PRESSURE; MATHEMATICAL MODELS; POLYNOMIALS; PRESSURE EFFECTS; STRUCTURAL ANALYSIS;

POLYNOMIAL COORDINATE FUNCTIONS; RAYLEIGH-RITZ METHOD;

PLATES (STRUCTURAL COMPONENTS);

EID: 0031060026     PISSN: 00298018     EISSN: None     Source Type: Journal    
DOI: 10.1016/0029-8018(96)83605-5     Document Type: Article

References (4)

1. Laura, P.A.A., Paloto, J.C. and Santos, R.D. 1975. A note on vibration and stability of a circular plate elastically restrained against rotation. J. Sound Vib. 41, 177-180.
2. Laura, P.A.A. 1995. Optimization of variational methods. Ocean Engng. 22, 235-250.
3. SAMCEF, 1994. User's Manuals, V. 5.1. Samtech and University of Liege, Belgium.
4. Timoshenko, S. and Gere, J.M. 1961. Theory of Elastic Stability, McGraw-Hill, New York.