2010
DOI: 10.1137/090773921
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A Posteriori Error Estimator for Obstacle Problems

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Cited by 22 publications
(13 citation statements)
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“…Using such a post-processed Lagrange multiplier on the right side of the vertex-based equation system for the flux moments gives much better results. Details can be found in Weiss and Wohlmuth (2010). Following the construction principle of Section 6 and applying mixed RT 0 , RT 1 or BDM 1 elements will result in robust and reliable adaptive mesh refinement in the case of smooth obstacles.…”
Section: Mathematical Finance: American Optionsmentioning
confidence: 99%
See 1 more Smart Citation
“…Using such a post-processed Lagrange multiplier on the right side of the vertex-based equation system for the flux moments gives much better results. Details can be found in Weiss and Wohlmuth (2010). Following the construction principle of Section 6 and applying mixed RT 0 , RT 1 or BDM 1 elements will result in robust and reliable adaptive mesh refinement in the case of smooth obstacles.…”
Section: Mathematical Finance: American Optionsmentioning
confidence: 99%
“…In addition, we apply the previously discussed modification in the error indicator, because of the kinks in the pay-off function, and take note of the different structure of the PDE (8.2) compared to the Laplace operator. Two different pay-off functions are tested, ψ max := max(0, K − max(x 1 , x 2 )) and ψ min := max(0, K − min(x 1 , x 2 )), and we refer to Weiss and Wohlmuth (2010) for the problem specification. The adaptively refined meshes in Figure 8.3 show that the error estimator does not over-refine at the kinks of the pay-off functions and that the proposed modification also works well for much more complex situations.…”
Section: American Basket Optionmentioning
confidence: 99%
“…Moreover, we will sketch how stress-splitting approaches [20] can be incorporated into the error estimates. Various methods for a posteriori error estimation of the obstacle problem can be found in the literature, see, e.g., [4,10,15,25,32,35]. Here we focus on the approach by [25] utilizing a suitable Galerkin functional and a useful definition of the discrete constraining forces.…”
Section: Introductionmentioning
confidence: 99%
“…An intense activity is related to multiscale and mortar elements [PVWW13,TW13] as well as to porous media and porous elasticity [MN17, RDPE + 17, VY18]. Obstacle and contact problems have been studied in [BHS08,WW10,HW12]. Further examples of applications include Maxwell's equations [CNT17], hp finite elements [DEV16], and eigenvalue problems [CDM + 17, LO13, BBS19].…”
Section: Introductionmentioning
confidence: 99%