2015
DOI: 10.1590/1679-78251441
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Revisiting Some Developments of Boundary Elements for Thick Plates in Brazil

Abstract: This work reviews the developments of Boundary Element Method formulations to solve several types of plate bending problems, including non-linear bending. The formulation is developed and solved using the standard BEM procedure, and different integration approaches were discussed and tested. Object oriented implementation issues are commented. Results were obtained for linear and non-linear elastic bending as well as buckling of selected cases of thick plates, including cases of step variation in thickness und… Show more

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Cited by 4 publications
(8 citation statements)
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“…In the Fig. 4 is possible to compare the final topology presented by [9] with that one obtained in this work. The final design obtained by [9] resulted with 40 iterations while the present topology took only 15 iterations.…”
Section: Numerical Resultsmentioning
confidence: 89%
See 1 more Smart Citation
“…In the Fig. 4 is possible to compare the final topology presented by [9] with that one obtained in this work. The final design obtained by [9] resulted with 40 iterations while the present topology took only 15 iterations.…”
Section: Numerical Resultsmentioning
confidence: 89%
“…More recently the shapetopological optimization was performed by determining the sensitivity domain's via topological derivative for problems governed by the Laplace [6] and the Poison Equation [7]. In sequence the D T was implemented for solving elasticity problems with linear discontinuous boundary elements [8,9]. The objective of the present study is to implement quadratic discontinuous boundary elements in an existent optimization code.…”
Section: Introductionmentioning
confidence: 99%
“…Since then several classes of engineering and physics problems have been solved by employing the D T concept, for instance, topology optimization ( [Amstutz and Novotny [2010], Novotny et al [2007]]), inverse analysis ( [Carpio and Rapún [2008], Rocha and Novotny [2017]]), and image processing ( [Hintermüller and Laurain [2009], Larrabide et al [2008]]). The D T was also computed using the Boundary Element Method (BEM) for topology optimization of potential (Anflor [2007],Anflor and Marczak [2009], Anflor et al [2014]) and elasticity (Marczak [2008], Bertsch et al [2008], Anflor et al [2018]) problems as an alternative to the Finite Element Method (FEM) employed as the standard numerical solver. All advantages provided by BEM as a boundary method were taken into account showing the efficiency of the developed methodology for optimization problems.…”
Section: Discussionmentioning
confidence: 99%
“…5). Further details about these strategies can be consulted in Marczak [2008] and Anflor et al [2018]. 36), ( 42), ( 56),( 71), ( 73), ( 75)) are used together with a level-set domain representation method to devise a simple topology design algorithm (for more details see Amstutz and Andrä [2006]).…”
Section: Numerical Strategy Frameworkmentioning
confidence: 99%
“…Additionally, the unknowns of BEM formulation are the pressure and its derivative, the flux, as such making the method very accurate for the representation of discontinuities [26]. BEM has been used in combination with the TSSM by Marczak [20], Anflor and Marczak [2] and Cisilino [10] for two-dimensional potential problems, Marczak [21] and Carretero and Cisilino [9] for two-dimensional elasticity and Bertsch et al [3] for three-dimensional elasticity. The works by Bonnet [5], Nemitz and Bonnet [23] and Abe et al [1] are examples of BEM implementations of topological sensitivity methods for acoustic scattering.…”
Section: Introductionmentioning
confidence: 99%