Based on the Mindlin/Reissner plate theory, two refined triangular thin/thick plate elements, the conforming displacement element DKTM with one point quadrature for the part of shear strain and the element RDKTM with the re-constitution of the shear strain, are proposed. In the formulations the exact displacement function of the Timoshenko's beam is used to derive the element displacements of the refined elements. Numerical examples are presented to show that the present models indeed possess properties of high accuracy for thin and thick plates, is capable of passing the patch test required for Kirchoff thin plate elements, and does not exhibits extra zero energy modes. The element RDKTM is free of locking for very thin plate analysis and ...
The 2-D approximation functions based on a general exact 3-D plate solution are used to derive locki...
An assumed-strain finite element technique is presented for shear-deformable (Reissner-Mindlin) plat...
We present a new formulation for a triangular finite element developed within the framework of a she...
A new quadrilateral thin/thick plate element RDKQM based on the Mindlin/Reissner plate theory is pro...
A triangular plate bending element, based on the generalized conforming element theory, has been for...
A refined discrete degenerated 20-DOF quadrilateral shell element RQS20 is proposed. The exact displ...
A new plate triangle based on Reissner-Mindlin plate theory is proposed. The element has a standard ...
A simple triangular 9 DOF plate bending element for analysis of thick and thin plate is presented in...
In this paper the necessary requirements for the good behaviour of shear constrained Reissner–...
A new n-noded polygonal plate element is proposed for the analysis of plate structures comprising of...
Two quadrilateral hybrid Mindlin plate elements QPL4 and QPL6 based on a new functional [1] are prop...
A refined triangular discrete Kirchhoff thin plate bending element RDKT which can be used to improve...
An assumed-strain finite element technique is presented for shear-deformable (Reissner-Mindlin) plat...
The 2-D approximation functions based on a general exact 3-D plate solution are used to derive locki...
A new 3-node triangular hybrid displacement function Mindlin- Reissner plate element is developed. F...
The 2-D approximation functions based on a general exact 3-D plate solution are used to derive locki...
An assumed-strain finite element technique is presented for shear-deformable (Reissner-Mindlin) plat...
We present a new formulation for a triangular finite element developed within the framework of a she...
A new quadrilateral thin/thick plate element RDKQM based on the Mindlin/Reissner plate theory is pro...
A triangular plate bending element, based on the generalized conforming element theory, has been for...
A refined discrete degenerated 20-DOF quadrilateral shell element RQS20 is proposed. The exact displ...
A new plate triangle based on Reissner-Mindlin plate theory is proposed. The element has a standard ...
A simple triangular 9 DOF plate bending element for analysis of thick and thin plate is presented in...
In this paper the necessary requirements for the good behaviour of shear constrained Reissner–...
A new n-noded polygonal plate element is proposed for the analysis of plate structures comprising of...
Two quadrilateral hybrid Mindlin plate elements QPL4 and QPL6 based on a new functional [1] are prop...
A refined triangular discrete Kirchhoff thin plate bending element RDKT which can be used to improve...
An assumed-strain finite element technique is presented for shear-deformable (Reissner-Mindlin) plat...
The 2-D approximation functions based on a general exact 3-D plate solution are used to derive locki...
A new 3-node triangular hybrid displacement function Mindlin- Reissner plate element is developed. F...
The 2-D approximation functions based on a general exact 3-D plate solution are used to derive locki...
An assumed-strain finite element technique is presented for shear-deformable (Reissner-Mindlin) plat...
We present a new formulation for a triangular finite element developed within the framework of a she...