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Secondly, a local model analysis is conducted, in which cohesive elements are applied to simulate debonding.
In the second part, these nodal elements are applied within the modal discontinuous Galerkin framework.
To discretize the membrane surface, triangular curvilinear six-node elements are applied.
These spherical elements are applied to analyze the acoustic problems, wherein the Burton Miller formulation is used to build the boundary element formulation.
These vibration control elements are applied for reducing damage as well as response of reinforced concrete (RC) structures under the performance based design system.
For complete analysis, laminated elements are applied to take into account the stress variation in each location of the compression zone.
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A new algorithm for the transformation between mean and osculating elements is applied.
For analyzing the response of plate structures, the finite element model using 9-node quadrilateraldrilatelementsments is applied.
The work concentrates on two groups of models: the first one, comprising linear elements, and the second one – models for which optical, Kerr-like nonlinear elements were applied.
In the present paper, the numerical manifold method (NMM), combined with Wachspress-type honeycomb elements, is applied to solve 2-D elastostatic crack problems.
The proposed method yields a globally conservative formulation, in which equal-order interpolation (P1 or Q1 isoparametric finite elements) is applied to velocities, displacements, and pressure.
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