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Download full text - ELSA - Europa

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Performance Optimization<br />

• All examples seen so far used the same time increment<br />

for all elements in the mesh.<br />

∆t()<br />

t<br />

• May be penalizing in explicit<br />

methods, especially in 3D when<br />

mesh is locally very fine. The<br />

smallest element drives the<br />

calculation’s time increment.<br />

• Alternative strategies where the step varies both in time<br />

and in space: ∆t( xt , ).<br />

– Spatial time step partitioning<br />

– Domain decomposition<br />

89<br />

Time Step Partitioning<br />

• Due to J.P. Halleux (1985!)<br />

• Time step is automatically varied in space<br />

according to a binary partition (1, ½, ¼, etc.).<br />

• Simple and elegant: activated by OPTI PART.<br />

• Each element is integrated with a step much closer<br />

to its stability limit than usual (better accuracy!)<br />

• However, difficulties in B.C.s: any nodes subjected<br />

to essential conditions are associated with the<br />

deepest partition level (smallest step) at the moment.<br />

90<br />

45

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