2009
DOI: 10.1002/nme.2821
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A posteriori error analysis for the Morley plate element with general boundary conditions

Abstract: This paper introduces and analyses a local, residual based a posteriori error indicator for the Morley finite element method of the biharmonic Kirchhoff plate bending problem. In the theoretical part of the paper, a recent approach presented by the authors for clamped boundaries is extended to general boundary conditions. The error indicator is proven to be both reliable and efficient. The numerical part of the paper presents a set of results on various benchmark computations with different kinds of domains an… Show more

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Cited by 25 publications
(9 citation statements)
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“…Let us return to our preliminary formulation (2). We now know that we have to interpret the interface terms as…”
Section: Variational Formulation and Dpg Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…Let us return to our preliminary formulation (2). We now know that we have to interpret the interface terms as…”
Section: Variational Formulation and Dpg Methodsmentioning
confidence: 99%
“…Second, verification of numerical accuracy of finite element algorithms is at the hearth of simulation governance, see [37]. This is a serious challenge in practical plate-bending problems where both the geometry and applied loading can be very irregular so that many of the contemporary developments in the finite element modeling of plate problems are devoted to a posteriori error estimation and adaptivity, see, e.g., [9,2,27].…”
Section: Introductionmentioning
confidence: 99%
“…We remark in passing that the decomposition had been originally proposed to construct the residual-based a posteriori error estimate of the nonconforming Morley plate bending element [33], which was then improved in [30] and was extended to the case of general boundary conditions [7]. A different approach [25] was taken in treating the case of a fully discontinuous interior penalty method [24], where the derivation of the reliability bound heavily depends on a suitable recovery operator mapping discontinuous finite element spaces into H 2 0 -conforming spaces composed of high-order versions of the classical Hsieh-Clough-Tochner macro-element defined in [22].…”
Section: Introductionmentioning
confidence: 99%
“…in [15,Section 5.9]. Inhomogeneous boundary data can be addressed following [11]; see also Remark 4.10 below.…”
Section: Introductionmentioning
confidence: 99%