Parametric stability analysis of composite plates tapered in planform

Journal of Strain Analysis for Engineering Design

Volumn 35, Issue 1, 2000, Pages 59-64

  Herdi, M ^a   Tutuncu, N ^a  

^a CUKUROVA UNIVERSITY   (Turkey)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY CONDITIONS; BUCKLING; COMPOSITE STRUCTURES; FINITE ELEMENT METHOD; MATHEMATICAL TRANSFORMATIONS; PARAMETER ESTIMATION; PLATES (STRUCTURAL COMPONENTS); POTENTIAL ENERGY; PROBLEM SOLVING; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

PARAMETRIC STABILITY; PLANFORMS;

STRAIN;

EID: 0033895473     PISSN: 03093247     EISSN: None     Source Type: Journal    
DOI: 10.1243/0309324001514017     Document Type: Article

References (6)

1. Klein, B. Buckling of simply supported plates tapered in planform. J. Appl. Mechanics, June 1956, 23, 207-213.
2. Ashton, J. E. Stability of clamped skew plates under combined loads. J. Appl. Mechanics, March 1969, Ser. E, 36, 139-140.
3. Durvasula, S. Buckling of clamped skew plates. Am. Inst. Aeronaut. Astronaut. J., 1970, 8, 178-181.
4. Brunelle, E. J. and Oyibo, G. A. Generic buckling curves for specially orthotropic rectangular plates. Am. Inst. Aeronaut. Astronaut. J., 1983, 21, 1150-1156.
5. Dhatt, G. and Touzot, G. The Finite Element Method Displayed, 1985 (John Wiley, Chichester).
6. Shames, J. H. and Dym, C. L. Energy and Finite Element Methods in Structural Mechanics, 1985 (Hemisphere Publishing, New York).