1997
DOI: 10.1002/(sici)1097-0207(19970115)40:1<137::aid-nme57>3.0.co;2-5
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Recovery by Equilibrium in Patches (Rep)

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Cited by 155 publications
(55 citation statements)
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“…Consider, in Figure , a plate with a hole subjected to a unidirectional tensile stress σ 0 =1 at an infinite distance from a cylindrical hole with the radius a =1. This plane strain elasticity problem has been extensively used in the literature as a benchmark test for stress recovery procedures,() and its exact solution is given by the following: bold-italicufalse(bold-italicxfalse)=false(1+νfalse)aσ02E[]centerarray2(1ν)ra+2arcosθ+ara3r3cos3θarray2(12ν)arsinθ2νrasinθ+ara3r3sin3θarray0, boldσfalse(bold-italicxfalse)=[]centerarrayσ11arrayσ22arrayσ33arrayσ12arrayσ23arrayσ13=σ0[]centerarray1a2r232cos2θ+cos4θ+3a42r2cos4θarraya2r212cos2θcos4θ3a42r2cos4θarrayν12a2r2...…”
Section: Examplesmentioning
confidence: 99%
“…Consider, in Figure , a plate with a hole subjected to a unidirectional tensile stress σ 0 =1 at an infinite distance from a cylindrical hole with the radius a =1. This plane strain elasticity problem has been extensively used in the literature as a benchmark test for stress recovery procedures,() and its exact solution is given by the following: bold-italicufalse(bold-italicxfalse)=false(1+νfalse)aσ02E[]centerarray2(1ν)ra+2arcosθ+ara3r3cos3θarray2(12ν)arsinθ2νrasinθ+ara3r3sin3θarray0, boldσfalse(bold-italicxfalse)=[]centerarrayσ11arrayσ22arrayσ33arrayσ12arrayσ23arrayσ13=σ0[]centerarray1a2r232cos2θ+cos4θ+3a42r2cos4θarraya2r212cos2θcos4θ3a42r2cos4θarrayν12a2r2...…”
Section: Examplesmentioning
confidence: 99%
“…It is also found, for linear elements on irregular meshes, that SPR produces superconvergence of order O(h 1+α ) with α greater than zero [22]. Many variants of the patch recovery procedure have also been proposed [32][33][34][35][36][37][38][39]. However, the patch recovery procedure has been modified by various investigators [23][24][25][26][27][28][29][30][31].…”
Section: Recovery For Gradients and Stressesmentioning
confidence: 99%
“…The idea behind the REP is to impose the fulfillment of equilibrium on the patch in a weak form while proceeding to a reinterpolation of stresses on a local polynomial base. Combinations of elementwise and boundary equilibrium conditions to be added to the standard REP formulation have been also proposed to enhance the accuracy of the obtained results . Other interesting examples of recovery procedures based on equilibrium considerations have been proposed, for instance, in related works and, more recently, in the work of Parés and Díez, where the devised technique is adopted to calculate error bounds for the advection‐diffusion‐reaction equation.…”
Section: Introductionmentioning
confidence: 99%