Sentence examples for formulation of plates from inspiring English sources

This paper presents a novel implementation of GPU computing for boundary element method (BEM) formulation of plates.

The governing equations as well as boundary conditions are derived from the principle of variations applied to unified formulation of plate bending with assuming the assumptions of the classical thin plate bending theory (Kirchhoff-Love theory) and/or the shear deformation plate theory of the 1st and 3rd order (FSDPT and TSDPT).

In particular a NINOP formulation of bending plates is proposed to solve analytic two-dimensional problems.

In order to meet the various performance goals, the Battery Design Engineer can vary things such as grid alloys, paste formulations, number of plates and methods of construction.

Previous research on the dynamic stiffness formulation of a plate was restricted to the special case when the two opposite sides of the plate are simply supported.

This paper presents the formulation of a plate of infinite dimensions (without boundary conditions) on an elastic foundation, subjected to a moving concentrated and line load of constant amplitude and speed, using a triple Fourier transform.

The method is based on a strong formulation of Kirchhoff plate equations and series solutions, taking advantage of the symmetry and Gorman type decomposition of the free boundary conditions.

The through-thickness formulation of the plate considers transverse shear deformation effects by employing the first order shear deformation theory (FSDT) based on Reissner and Mindlin hypothesis that result in three highly coupled partial differential equations.

This paper discusses some new aspects of employing a three dimensional nonlocal formulation for analysis of plates, namely, the confining of the nonlocal kernel in the near-boundary regions at the two surfaces of the plate.

The buckling formulation of FGM sandwich plates is derived from the improved RPIM which employs a new radial basis function enabling the shape functions to be built without any supporting fixing parameters based on the higher-order shear deformation plate theory.

Shallow shell was modeled coupling boundary element formulation of shear deformable plate and two-dimensional plane stress elasticity.