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Shallow shells are modeled coupling boundary element formulation of shear deformable plate and two-dimensional plane stress elasticity.
Shallow shell was modeled coupling boundary element formulation of shear deformable plate and two-dimensional plane stress elasticity.
A detailed analysis of the boundary element formulation of the electronic states of quantum structures is presented.
We modeled shallow shells by coupling the boundary element formulation of a shear-deformable plate and the two-dimensional plane stress elasticity.
We present a new method for solving the transport equations for complex multi-component structures based on a boundary element formulation of the stationary Liouville equation.
A three-dimensional boundary element formulation of an incompressible viscoelastic layer of finite thickness is proposed, in a moving frame of reference.
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New two-dimensional and three-dimensional boundary element formulations of compressible viscoelastic layers of arbitrary thickness are presented in this work.
In this paper a boundary element formulation for analysis of shear deformable plates with combined geometric and material nonlinearities by boundary element method is presented.
A new boundary element formulation for line contacts of rough surfaces is formulated to compute the multi-axial stress fields, taking into account the influences of surface roughness topography on localized stress concentrations.
The boundary element formulation for elastoplastic analysis of shear deformable shells is presented.
A boundary element formulation for the solution of multiple moving boundary problems is presented and tested herein.
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