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Variational considerations for elastic beams and shells
General variational theorem for stresses and displacements in small-deflection shell theory including effect of transverse shear deformation, is presented; theorem is used, in conjunction with Lagrange multiplier method, to establish appropriately contracted systems of stress boundary conditions for shells rigid in regard to transverse shear and to transverse shear and midsurface strain.
Variational considerations for elastic beams and shells
General variational theorem for stresses and displacements in small-deflection shell theory including effect of transverse shear deformation, is presented; theorem is used, in conjunction with Lagrange multiplier method, to establish appropriately contracted systems of stress boundary conditions for shells rigid in regard to transverse shear and to transverse shear and midsurface strain.
Variational considerations for elastic beams and shells
ASCE -- Proc (J Eng Mechanics Div)
Reissner, E. (Autor:in)
1962
35 pages
Aufsatz (Zeitschrift)
Englisch
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