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In the finite element displacement method, the nodal displacement is the basic unknown quantity.
A finite element displacement model is presented for the dynamic and static analysis of clamped and simply supported skew sandwich plates.
This paper recovers the original spirit of the continuous crack approaches, where displacements jumps across the crack are smeared over the affected elements and the behaviour is established through a softening stress total) strain law, using standard finite element displacement interpolations and orthotropic local constitutive models.
A finite element displacement formulation stemming from the Perturbed Lagrangian.
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The convergence study showed that the finite element displacements converged with the maximum element edge length smaller than 8 mm.
According to finite element analyses, displacement and stress components were increased by hydrodynamic pressure.
The finite element beam displacement at the collapse load was larger than the experimental one by 11, 25, and 7 % for the T-beam, Triangular-I, and Triangular-II, respectively.
A plate bending finite element with displacement degrees of freedom only is developed and implemented using a Discontinuous Galerkin (DG) formulation.
The standard Galerkin finite element method (displacement model) is used to replace the original differential governing equation by an integral equation amenable to numerical solution.
A global mechanical finite element (FE) displacement model was created that would allow engineering analysis of mechanical performance that can be used to make mechanical design decisions in order to maximise performance.
The results showed that the finite element vertical displacements compared well with those obtained experimentally.
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