On Asymptotic Expansions and Error Bounds in the Derivation of Two-Dimensional Shell Theory
Author:
Publisher
Wiley
Subject
Applied Mathematics
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1002/sapm1977563189/fullpdf
Reference6 articles.
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2. Improved upper and lower bounds for deflections of orthotropic cantilever beams;Nair;Int. J. Solids Struct.,1975
3. Stress-strain relations in the theory of thin elastic shells;Reissner;J. Math. and Phys.,1952
4. Upper and lower bounds for the stiffness of transversely bent circular plates;Reissner;J. Appl. Mech.,1959
5. Bounds on influence coefficients for circular cylindrical shells;Reissner;J. Math. and Phys.,1957
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1. Plate theory and complementary displacement method;International Journal of Solids and Structures;1999-03
2. Correct asymptotic theories for the axisymmetric deformation of thin and moderately thick cylindrical shells;International Journal of Solids and Structures;1993
3. Asymptotic Expansions and Influence Coefficients for Edge-Loaded Conical Shells;Studies in Applied Mathematics;1988-04
4. On Saint-Venant's Principle in Elasticity;Local Effects in the Analysis of Structures;1985
5. Decaying states of plane strain in a semi-infinite strip and boundary conditions for plate theory;Journal of Elasticity;1984-03
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