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Adaptivity with moving grids

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<strong>Adaptivity</strong> <strong>with</strong> <strong>moving</strong> <strong>grids</strong> 29<br />

2.6.4. Harmonic maps<br />

Another method closely related to (2.29) is the method based on harmonic<br />

maps (Dvinsky 1991). It defines the coordinate transformation used for<br />

mesh adaptation as a harmonic map minimizing the functional<br />

I(ξ,η) = 1 ∫<br />

√ [<br />

det(M) ∇ξ T M −1 ∇ξ + ∇η T M −1 ∇η ] dx dy, (2.34)<br />

2 Ω P<br />

where, once again, M is a matrix-valued monitor function. We note that in<br />

this case the matrix-valued function M cannot be chosen to be a scalar monitor<br />

function (see Winslow (1967)) as this would lead to no mesh adaptivity<br />

in two dimensions. Brackbill and Saltzman (1982) generalize Winslow’s idea<br />

and define the needed coordinate transformation by minimizing a combination<br />

of three functionals characterizing adaptivity, smoothness, and orthogonality,<br />

respectively. Its final functional takes the form<br />

∫<br />

∫<br />

I(ξ,η) =θ a w|J| dx dy + θ s (∇ξ T ∇ξ + ∇η T ∇η)dx dy<br />

Ω P Ω P<br />

+ θ o<br />

∫Ω P<br />

(∇ξ T ∇η) 2 dx dy, (2.35)<br />

where w is the (scalar) weight function and θ a , θ s ,andθ o are positive parameters.<br />

Notice that the three integrals on the right-hand side have different<br />

dimensions. As a consequence, the choice of the parameters may depend on<br />

specific applications. Directional control is further considered by Brackbill<br />

(1993). Variational methods have also been developed based on mechanical<br />

models; see Jacquotte (1988), Jacquotte and Coussement (1992) and de<br />

Almeida (1999). Dvinsky (1991) also discusses the advantages and disadvantages<br />

of formulating the harmonic map method in the physical domain<br />

and in the computational domain. However, numerical results show that the<br />

method formulated in the computational domain produces crossover meshes<br />

for a non-convex physical domain, whereas the method formulated in the<br />

physical domain leads to non-singular meshes.<br />

2.7. Mesh quality, isotropy and alignment<br />

The methods discussed in Section 2.6 are primarily based on physical and/or<br />

geometric considerations. Although they have been applied <strong>with</strong> a degree<br />

of success to numerical solution of a variety of PDEs, it is unclear how mesh<br />

concentration is controlled precisely through the monitor function for these<br />

methods. This is important because a clear understanding of the effect of the<br />

monitor function on mesh concentration will lead to a better choice of the<br />

monitor function as well as a better design of the mesh adaptation method<br />

itself. Moreover, neither of the methods, or their choice of the monitor<br />

function, is directly connected to any sort of error analysis. (A qualitative

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