Reduction of the sanders-koiter equations for fully anisotropic circular cylindrical shells to two coupled equations for a stress and a curvature function

Journal of Applied Mechanics, Transactions ASME

Volumn 66, Issue 3, 1999, Pages 593-597

  McDevitt, T J ^a   Simmonds, J G ^b  

^a MILLERSVILLE UNIVERSITY   (United States)

^b UNIVERSITY OF VIRGINIA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ANISOTROPY; ELASTIC MODULI; ERROR ANALYSIS; LINEAR EQUATIONS; PARTIAL DIFFERENTIAL EQUATIONS; STRAIN; STRESS ANALYSIS; STRUCTURAL ANALYSIS;

ISOTROPIC SHELLS; LINEAR SHELL THEORY; SANDERS-KOITER EQUATIONS; TWO COUPLED EQUATIONS;

SHELLS (STRUCTURES);

EID: 0033187785     PISSN: 00218936     EISSN: 15289036     Source Type: Journal    
DOI: 10.1115/1.2791465     Document Type: Article

References (12)

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10. Simmonds, J. G., 1966, “A Set of Simple Accurate Equations for Circular Cylindrical Elastic Shells,”Int. J. Solids Struct., Vol. 2, pp. 524-541.
11. Simmonds, J. G., 1970, “Simplification and Reduction of the Sanders-Koiter Linear Shell Equations for Various Midsurface Geometries,”Q. Appl Math., Vol. 28, pp. 259-275.
12. 2-Error Estimate to Approximate Shell Solutions With No Strain Energy Functional,”Z.A.M.P., Vol. 22, pp. 339-345.