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Download full text - ELSA - Europa

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ALE description of structures (2)<br />

• Major extra difficulty w/r to Newtonian fluids: necessity to transport<br />

stresses and stress-related quantities across inter-element boundaries.<br />

Fields are usually discontinuous and evaluated only at Gauss Points<br />

• Previous attempts had used implicit interpolation techniques: too<br />

expensive in the present explicit fast transient con<strong>text</strong><br />

• Two distinct strategies, borrowed from the fluid dynamic experience:<br />

a) a Lax-Wendroff scheme based on nodal averaging and smoothing<br />

of the stress gradients, and b) a Godunov scheme inspired by<br />

methods often used for conservation laws in finite volumes<br />

• Both techniques implemented in 2D quadrilateral finite elements using<br />

single-point as well as multiple-point spatial numerical integration<br />

5<br />

ALE description of structures (3)<br />

• When ALE is applied to nonlinear path-dependent materials, three<br />

conservation equations basically similar to Euler equations are<br />

obtained and therefore the same techniques (time integration<br />

strategy, rezoning algorithms, treatment of boundary conditions, etc.)<br />

developed for the fluids can be directly applied, with the important<br />

exception, however, of the stress transport algorithm<br />

• Time integration is achieved by same fractional step strategy seen<br />

above for fluids: 1) Lagrangian phase, in which it is assumed that<br />

the mesh follows the material particles and transport terms vanish;<br />

2) Convective flux calculation (transport terms only)<br />

• The time integration procedure still remains completely explicit and<br />

only an extra loop over the elements to deal with transport is required<br />

at each time step, compared with the Lagrangian case<br />

6<br />

3

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