๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Further investigation on the exact elasticity solution for anisotropic thick rectangular plates

โœ Scribed by Z.J. Wu; J. Wardenier

Publisher
Elsevier Science
Year
1998
Tongue
English
Weight
529 KB
Volume
35
Category
Article
ISSN
0020-7683

No coin nor oath required. For personal study only.

โœฆ Synopsis

The state equation governing the anisotropic response of monoclinic linear elastic material is deduced. An exact three-dimensional (3-D) elasticity solution is performed for simply-supported thick orthotropic rectangular plates subjected to arbitrary loading. For the first time, a sixth-order differential equation governing the transverse displacement is obtained and various expressions of the solution are provided. The results can be used to the plate of any kind of reduced material properties for example transversely isotropic or isotropic plates.

๐Ÿ“œ SIMILAR VOLUMES

Exact solution for stability analysis of
Exact solution for stability analysis of moderately thick functionally graded sector plates on elastic foundation
โœ A. Naderi; A.R. Saidi ๐Ÿ“‚ Article ๐Ÿ“… 2011 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 631 KB

In this article, an exact analytical solution for buckling analysis of moderately thick functionally graded (FG) sector plates resting on Winkler elastic foundation is presented. The equilibrium equations are derived according to the first order shear deformation plate theory. Because of the couplin

Accurate solution for free vibration ana
Accurate solution for free vibration analysis of functionally graded thick rectangular plates resting on elastic foundation
โœ A. Hasani Baferani; A.R. Saidi; H. Ehteshami ๐Ÿ“‚ Article ๐Ÿ“… 2011 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 401 KB

Vibration analysis of a functionally graded rectangular plate resting on two parameter elastic foundation is presented here. The displacement filed based on the third order shear deformation plate theory is used. By considering the in-plane displacement components of an arbitrary material point on t

On new symplectic approach for exact ben
On new symplectic approach for exact bending solutions of moderately thick rectangular plates with two opposite edges simply supported
โœ Yang Zhong; Rui Li; Yuemei Liu; Bin Tian ๐Ÿ“‚ Article ๐Ÿ“… 2009 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 311 KB

## a b s t r a c t The symplectic geometry method is introduced for exact bending solutions of moderately thick rectangular plates with two opposite edges simply supported. The basic equations for the plates are first transferred into Hamilton canonical equations. The whole state variables are then