1991
DOI: 10.1142/s0218202591000083
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Error Analysis of Mixed-Interpolated Elements for Reissner-Mindlin Plates

Abstract: We give an error analysis for the recently introduced mixed-interpolated finite element methods for Reissner-Mindlin plates. Optimal error estimates, which are valid uniformly with respect to the thickness of the plate, are proven for the deflection, rotation and the shear force. In addition, the earlier families are augmented with a new method with linear approximations for the deflection and the rotation. We also introduce a simple postprocessing method by which an improved approximation for the deflection c… Show more

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Cited by 187 publications
(200 citation statements)
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“…In these équations t > 0 is the plate thickness and the positive constant X = Ek/2( 1 -f v) with E the Young's modulus, v the Poisson ratio, and k the shear correction factor. For all 2 x 2 symmetrie matrices t, Cx is the 2x2 symmetrie matrix defined by A proof of existence, uniqueness, and a priori estimâtes for this System based on Brezzi's theory of saddle-point problems may be found in [9]. We note that Problem (M), unlike Problem (P), has a sensé when î = 0.…”
Section: Cq(q)mentioning
confidence: 99%
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“…In these équations t > 0 is the plate thickness and the positive constant X = Ek/2( 1 -f v) with E the Young's modulus, v the Poisson ratio, and k the shear correction factor. For all 2 x 2 symmetrie matrices t, Cx is the 2x2 symmetrie matrix defined by A proof of existence, uniqueness, and a priori estimâtes for this System based on Brezzi's theory of saddle-point problems may be found in [9]. We note that Problem (M), unlike Problem (P), has a sensé when î = 0.…”
Section: Cq(q)mentioning
confidence: 99%
“…Several families of locking-free methods are proposed and analysed in [9]. These methods f all into our framework, but have some additional properties.…”
Section: Finite Element Approximation Schemesmentioning
confidence: 99%
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“…In [22] a simpler variant of this method, allowing the lowest polynomial order, is proposed and analysed. In [8] an interpolation of the test functions into the lowest order Raviart-Thomas space is used within the least-squares term, thus making this method only usable for first order elements. A recent stabilised alternative, using the same unknowns, has been developed in [18].…”
Section: Introductionmentioning
confidence: 99%