Fixed a typo.
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@ -232,7 +232,7 @@ sections.
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For some structural mechanics problems with multi-point constraints the
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For some structural mechanics problems with multi-point constraints the
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discretization matrix is indefinite (eigenvalues lie in both sides of
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discretization matrix is indefinite (eigenvalues lie in both sides of
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the imaginary axis). Indefinite matrices are much more different to solve
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the imaginary axis). Indefinite matrices are much more difficult to solve
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than definite matrices. Methods have been developed to reduce these
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than definite matrices. Methods have been developed to reduce these
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indefinite matrices to definite matrices. Two matrix reduction algorithms
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indefinite matrices to definite matrices. Two matrix reduction algorithms
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have been implemented in \hypre{}, as presented in the following subsections.
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have been implemented in \hypre{}, as presented in the following subsections.
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@ -115,7 +115,7 @@ modifiable by users. A description of these parameters is given in the reference
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For some structural mechanics problems with multi-point constraints the
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For some structural mechanics problems with multi-point constraints the
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discretization matrix is indefinite (eigenvalues lie in both sides of
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discretization matrix is indefinite (eigenvalues lie in both sides of
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the imaginary axis). Indefinite matrices are much more different to solve
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the imaginary axis). Indefinite matrices are much more difficult to solve
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than definite matrices. Methods have been developed to reduce these
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than definite matrices. Methods have been developed to reduce these
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indefinite matrices to definite matrices. Two matrix reduction algorithms
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indefinite matrices to definite matrices. Two matrix reduction algorithms
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have been implemented in \hypre{}, as presented in the following subsections.
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have been implemented in \hypre{}, as presented in the following subsections.
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