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Comparison analysis between meshless radial basis function collocation method and finite element method

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dc.contributor Graduate Program in Civil Engineering.
dc.contributor.advisor Avcı, Cem.
dc.contributor.author Karakan, İsmet.
dc.date.accessioned 2023-03-16T10:52:44Z
dc.date.available 2023-03-16T10:52:44Z
dc.date.issued 2020.
dc.identifier.other CE 2020 K37
dc.identifier.uri http://digitalarchive.boun.edu.tr/handle/123456789/14096
dc.description.abstract Comparison analysis between meshless Radial Basis Function Collocation Method and Finite Element Method is conducted in this work. Models for both steady and unsteady versions of Poisson and Stokes equation with various types of boundary con ditions are built. The domains studied are square and L-shaped. The mesh, or the number of nodes inside these domains is gradually increased to observe the convergence properties of the methods. For the meshless method, a novel least square error cal culation technique is presented to make the error comparison against Finite Element Method fair. Additionally, the shape factor optimization algorithm which minimizes the root mean square error is implemented for the meshless model to yield the most accurate results available. Then, the performances of both methods are compared considering several parameters. These parameters are chosen to be: accuracy by com paring least square error, root mean square error and maximum relative error; stability by comparing condition numbers; robustness by comparing convergence rates; compu tational cost by comparing runtimes; and ease of implementation
dc.format.extent 30 cm.
dc.publisher Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2020.
dc.subject.lcsh Radial basis functions.
dc.subject.lcsh Finite element method.
dc.title Comparison analysis between meshless radial basis function collocation method and finite element method
dc.format.pages xv, 109 leaves ;


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