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To solve the elastic problem a boundary elements approach is used with self-equilibrated square elements.
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Some numerical examples are provided to verify the proposed boundary element approach.
Soil, ballast and structures are represented using a three-dimensional time domain boundary element approach.
A boundary element approach to simulate the characteristics of a microphone in free field is presented.
The governing equations are derived using the higher-order shear deformation shell theory coupled with finite and boundary element approach.
In the herein boundary element approach for solving the singular boundary integral equation (2), the boundary is divided into N cubic boundary elements, noted L j, j = 1, N ¯.
An edge crack, in a semi-infinite body with no pre-existing obstacles present, is modelled in a boundary element approach by a distribution of dislocation dipoles.
Results reveal that the boundary element approach can successfully be employed for the present complicated problem for arbitrary time histories of the applied loads and arbitrary boundary conditions, without the need to use relaxation functions or mathematical transformations.
Firstly it is shown by using the boundary element approach that wind trim affects wave loading in the ocean wave band between 5 s and 15 s, and introduces hydrodynamic coupling typical of non-symmetric hulls.
A new degree-of-freedom concept is introduced, along with a stiffness tensor that enables one to visualize a finite element method via a boundary discretization process, just as in a boundary element approach.
The boundary element approach is used in the stress model to fully capture the measured three-dimensional topographies of the contacting rough surfaces, allowing an accurate prediction of the localized stress concentrations that dictate the occurrence of micro-pits.
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CEO of Professional Science Editing for Scientists @ prosciediting.com