2009
DOI: 10.1090/s0025-5718-09-02228-5
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A piecewise linear finite element method for the buckling and the vibration problems of thin plates

Abstract: Abstract. The aim of this paper is to analyze a piecewise linear finite element method to approximate the buckling and the vibration problems of a thin plate. The method is based on a conforming discretization of a bending moment formulation for the Kirchhoff-Love model. The analysis restricts to simply connected polygonal clamped plates, not necessarily convex. The method is proved to converge with optimal order for both spectral problems, including an improved order for the eigenvalues. Numerical experiments… Show more

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Cited by 18 publications
(27 citation statements)
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“…There has been a long history on developing the finite element methods of the biharmonic eigenvalue problem, and many schemes have been proposed for discretization [9,11,25,36], computation of guaranteed upper and lower bounds [10,22,23,43], and adaptive method and its convergence analysis [17]. This paper is devoted to studying the multilevel efficient method of the biharmonic eigenvalue problem.…”
Section: Introductionmentioning
confidence: 99%
“…There has been a long history on developing the finite element methods of the biharmonic eigenvalue problem, and many schemes have been proposed for discretization [9,11,25,36], computation of guaranteed upper and lower bounds [10,22,23,43], and adaptive method and its convergence analysis [17]. This paper is devoted to studying the multilevel efficient method of the biharmonic eigenvalue problem.…”
Section: Introductionmentioning
confidence: 99%
“…The table includes orders of convergence, as well as accurate values extrapolated by means of a least-squares fitting. The last column shows the values obtained by extrapolating those computed with method in [35] on the same uniform triangular meshes.…”
Section: L-shaped Platementioning
confidence: 99%
“…In this case, we have used a Poisson ratio ν = 0.25 and a correction factor k = 5/6. Additionally, we have also computed the lowest buckling intensity of a Kirchhoff-Love plate by using the finite element method analyzed in [41].…”
Section: Uniformly Compressed Platementioning
confidence: 99%