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plate element
A set of 12-parameter rectangular plate element with high accuracy
      
Using the method of undetermined function, a set of 12 parameter rectangular plate element with double set parameter and geometry symmetry is constructed.
      
The converged Lagrange finite element methods are compared with the plate element methods and the computed results are in good agreement with available exact and experimental data.
      
The interpolation method, that is, the lateral finite strip and slab segment element, for slab deformation proposed is of simplification and applicability compared with the traditional plate element method.
      
Based on the results of the investigation, the minimum buckling coefficients with respect to the ratio between plate elements and the ratio between plate element to stiffener for the channel and I-shape compression members are shown graphically.
      
A new 12-parameter rectangular plate element is presented by use of the double set parameter method.
      
The dynamic stiffness matrix of the finite annular plate element
      
The dynamic deformation of harmonic vibration is used as the shape functions of the finite annular plate element, and some integration difficulties related to the Bessel's functions are solved in this paper.
      
Then the dynamic stiffness matrix of the finite annular plate element is established in closed form and checked by the direct stiffness method.
      
This paper presents a new curved quadrilateral plate element with 12-degree freedom by the exact element method[1].
      
In this paper a new quadrilateral plate element concerning the effect of transverse shear strain has been presented.
      
A new quadrilateral thin plate element based on the membrane-plate similarity theory
      
A new effective path has been proposed to formulate thin plate element by using the similarity theory between plane elasticity and plate bending.
      
(degree of freedom) thin plate element was presented on the base of the similarity theory.
      
The finite element model is based on an eight node mixed isoparametric quadratic plate element, whose degrees of freedom are the transversal displacement and three moments per node.
      
In the examples presented, the limiting ply within each plate element around the cutout was determined based on the Tsai-Hill failure index.
      
We prove a discrete inf-sup condition for a mixed plate element introduced by Arnold and Falk.
      
6-Plate element for recording of cutaneous blood flow
      
A 6-plate element for isocaloric recording of cutaneous blood flow is described.
      
The 6-plate element is less influenced by inhomogenous and anisotropic blood flow than the conventional 2-plate element and thus particularly suitable for routine measurements and repeated applications.
      
 

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