In this paper, we present a theory for bounding the minimum eigenvalues, maximum eigenvalues, and condition numbers of stiffness matrices arising from the p p -version of finite element analysis. Bounds are derived for the eigenvalues and the condition numbers, which are valid for stiffness matrices based on a set of general basis functions that can be used in the p p -version. For a set of hierarchical basis functions satisfying the usual local support condition that has been popularly used in the p p -version, explicit bounds are derived for the minimum eigenvalues, maximum eigenvalues, and condition numbers of stiffness matrices. We prove that the condition numbers of the stiffness matrices grow like p 4 ( d − 1 ) p^{4(d-1)} , where d d is the number of dimensions. Our results disprove a conjecture of Olsen and Douglas in which the authors assert that “regardless of the choice of basis, the condition numbers grow like p 4 d p^{4d} or faster". Numerical results are also presented which verify that our theoretical bounds are correct.
CITATION STYLE
Hu, N., Guo, X.-Z., & Katz, I. (1998). Bounds for eigenvalues and condition numbers in the 𝑝-version of the finite element method. Mathematics of Computation, 67(224), 1423–1450. https://doi.org/10.1090/s0025-5718-98-00983-1
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