The Skeleton Reduction for Finite Element Substructuring Methods
نویسنده
چکیده
We introduce an abstract concept for decomposing spaces with respect to a substructuring of a bounded domain. In this setting we define weakly conforming finite element approximations of quadratic minimization problems. Within a saddle point approach the reduction to symmetric positive Schur complement systems on the skeleton is analyzed. Applications include weakly conforming variants of least squares and minimal residuals. We consider general weakly conforming substructuring methods and its hybridization for the approximation of linear differential equations on Lipschitz domains Ω ⊂ R. The discretization is based on a decomposition Ωh = ⋃ K∈KK into convex open subdomains K ⊂ Ω with weak continuity constraints on the skeleton Γ = ⋃ ∂K = Ω \ Ωh. Here we present a general concept for the analysis of such discretizations based on corresponding saddle point formulations, and following [7] we consider the reduction to degrees of freedom to the skeleton. For comparison, we also summarize the DPG method [4] in this setting using formal trace mappings arising from integration by parts and quotient spaces replacing trace spaces. 1 Substructuring, trace spaces, and minimization Let L be a linear first-order differential operator with Lv ∈ L2(Ω,R ) for v ∈ C0(Ω,R ), and let L be its adjoint operator with (Lv,w)Ω = (v, L w)Ω , v ∈ C0(Ω,R ) , w ∈ C0(Ω,R ) . We define for L in Ω (and analogously for L and for open subsets of Ω) H(L,Ω) = { v ∈ L2(Ω,R ) : f ∈ L2(Ω,R ) exists with (f, w)Ω = (v, L w)Ω for all w ∈ C0(Ω,R ) } . Then, L extends to this space, and H(L,Ω) is a Hilbert spaces with respect to the graph norm ‖v‖L,Ω = √ ‖v‖Ω + ‖Lv‖Ω . For open subsets K ⊂ Ω we define the bilinear map γK(v, w) = (Lv,w)K − (v, Lw)K , v ∈ H(L,K) , w ∈ H(L,K)
منابع مشابه
Reducing Computational and Memory Cost of Substructuring Technique in Finite Element Models
Substructuring in the finite element method is a technique that reduces computational cost and memory usage for analysis of complex structures. The efficiency of this technique depends on the number of substructures in different problems. Some subdivisions increase computational cost, but require little memory usage and vice versa. In the present study, the cost functions of computations and me...
متن کاملDynamic interval analysis of FEmodels with uncertain sub- structures
The exponential growth of the computational capacity has, amongst other things, enabled the design engineer to include non-deterministic properties in the numerical simulation and validation of new designs. In this context, the interval concept has been introduced for the description of incomplete data, subjective knowledge and modelling uncertainties in a non-probabilistic manner. The use of t...
متن کاملA Output-Based Approach for the Control of Dynamically Substructured Systems with Real-Time Finite Element Substructures
Structural tests using dynamic substructuring methods require a robust controller to synchronise the numerical and physical responses, and a stable and accurate algorithm to simulate the numerical components. The proposed new substructuring strategies use real-time finite element methods to guarantee modelling accuracy and output-based controllers to achieve robust synchronisation. Output-based...
متن کاملPreconditioners for High Order Mortar Methods based on Substructuring
A class of preconditioners for the Mortar Method based on substructuring is studied. We generalize the results of Achdou, Maday and Widlund (AMW99), obtained for the case of order one finite elements, to a wide class of discretization spaces including finite elements of any orders. More precisely, we show that the condition number of the preconditioned matrix grows at most polylogarithmically w...
متن کاملPrimal and Dual Interface Concentrated Iterative Substructuring Methods
This paper is devoted to the fast solution of interface concentrated finite element equations. The interface concentrated finite element schemes are constructed on the basis of a non-overlapping domain decomposition where a conforming boundary concentrated finite element approximation is used in every subdomain. Similar to data-sparse boundary element domain decomposition methods the total numb...
متن کامل