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In the FEA method, the geometry of a structure is divided into a finite number of elements, with relative ease, to describe mechanical properties; thus creating the possibility of calculating the stresses in a structure mathematically.
In the Monte Carlo method, the geometry of the measurement setup and physics related input data of the HDR 192Ir source and the surrounding material were simulated using the Monte Carlo N-particle code.
With this method, the geometry of the contact-pad/substrate system naturally introduces a fictitious crack length, thereby providing a physical basis to analyze contact-fatigue fracture initiation and growth.
However, in our method the geometry of the A-B association is irrelevant for its detection.
Using this method the geometry of the initial model is maintained in the final model.
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As the illustrative examples to validate the proposed design method, the geometries of flow passages were optimized in terms of pressure drop in a wide range of Re numbers.
A deviation and torsion feature extraction method for moving objects was constructed based on the area method and the geometry method.
With such methods the geometry of the vapor-liquid interface is not assumed (e.g., bullet-shaped bubbles), but actually calculated from 'first principles'.
The cubic B-spline method, a spatial statistical method, reflects the geometry of the deposit and spacing of measurements, and does not take into account the physics of processes that occur during eruption or sedimentation.
The method offers a compromise solution between traditional numerical methods and the geometry driven section modulus methods.
An immersed boundary method reproduces the geometry of the obstacles.
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