Variational Considerations for Elastic Beams and Shells
- 1 February 1962
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of the Engineering Mechanics Division
- Vol. 88 (1) , 23-57
- https://doi.org/10.1061/jmcea3.0000279
Abstract
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.Keywords
This publication has 0 references indexed in Scilit: