A simple shear flexible triangular plate/shell element with three/five displacement degrees-of-freedom at the three corner nodes only,is identified. It does not lock or have zero-energy mechanisms. The specific geometrical configurations in which this is possible are derived through field consistency patch tests
The efficiency of a field-consistent two-noded linear curved axisymmetric shear-flexible shell eleme...
Most studies on the three-noded quadratic Timoshenko beam13; element have been based on a 2-point Ga...
A great deal of attention has been given to the development of simple C° continuous plate and shell ...
A simple shear flexible triangular plate/shell element with three/five displacement degrees-of-freed...
A simple shear flexible triangular plate/shell element with three/five displacement degrees-of-freed...
The efficiency of a field-consistent two-noded linear curved axisymmetric shear-flexible shell eleme...
A new plate triangle based on Reissner-Mindlin plate theory is proposed. The element has a standard ...
The paper describes how the finite element method and the finite volume method can be successfully c...
The formulation of the linear stiffness matrix for a doubly-curved triangular thin shell element, us...
In this paper, a six-node triangular C 0 curved shell element is developed by the assumed natural or...
Conforming lower-order shell elements based on Reissner-Mindlin plate theory generally exhibit an ov...
The paper extends recent work of the authors to include transverse shear effects on rotation-free tr...
This paper reconsiders the finite-element modelling of the linear elastic behaviour of plates and sh...
The efficiency of a field-consistent two-noded linear curved axisymmetric shear-flexible shell eleme...
The use of reduced integration for alleviating the problem of locking in the development of a shear ...
The efficiency of a field-consistent two-noded linear curved axisymmetric shear-flexible shell eleme...
Most studies on the three-noded quadratic Timoshenko beam13; element have been based on a 2-point Ga...
A great deal of attention has been given to the development of simple C° continuous plate and shell ...
A simple shear flexible triangular plate/shell element with three/five displacement degrees-of-freed...
A simple shear flexible triangular plate/shell element with three/five displacement degrees-of-freed...
The efficiency of a field-consistent two-noded linear curved axisymmetric shear-flexible shell eleme...
A new plate triangle based on Reissner-Mindlin plate theory is proposed. The element has a standard ...
The paper describes how the finite element method and the finite volume method can be successfully c...
The formulation of the linear stiffness matrix for a doubly-curved triangular thin shell element, us...
In this paper, a six-node triangular C 0 curved shell element is developed by the assumed natural or...
Conforming lower-order shell elements based on Reissner-Mindlin plate theory generally exhibit an ov...
The paper extends recent work of the authors to include transverse shear effects on rotation-free tr...
This paper reconsiders the finite-element modelling of the linear elastic behaviour of plates and sh...
The efficiency of a field-consistent two-noded linear curved axisymmetric shear-flexible shell eleme...
The use of reduced integration for alleviating the problem of locking in the development of a shear ...
The efficiency of a field-consistent two-noded linear curved axisymmetric shear-flexible shell eleme...
Most studies on the three-noded quadratic Timoshenko beam13; element have been based on a 2-point Ga...
A great deal of attention has been given to the development of simple C° continuous plate and shell ...
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