Green's function based finite element formulations for isotropic seepage analysis with free surface

Abstract A solution procedure using the Green's function based finite element method (FEM) is presented for two-dimensional nonlinear steady-state seepage analysis with the presence of free surface in isotropic dams. In the present algorithm, an iteration strategy is designed to convert the ove...

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Main Authors: Hui Wang, Ya-Ting Gao, Qing-Hua Qin
Format: Article
Language:English
Published: Marcílio Alves
Series:Latin American Journal of Solids and Structures
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252015001001991&lng=en&tlng=en
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spelling doaj-a2ca49819ca046ccbc334c7c80759e052020-11-25T01:32:29ZengMarcílio AlvesLatin American Journal of Solids and Structures1679-782512101991200510.1590/1679-78251726S1679-78252015001001991Green's function based finite element formulations for isotropic seepage analysis with free surfaceHui WangYa-Ting GaoQing-Hua QinAbstract A solution procedure using the Green's function based finite element method (FEM) is presented for two-dimensional nonlinear steady-state seepage analysis with the presence of free surface in isotropic dams. In the present algorithm, an iteration strategy is designed to convert the over-specified free surface problem to a regular partial differential equation problem. Then, at each iteration step, the Green's function for isotropic linear seepage partial differential equation is employed to construct the element interior water head field, while the conventional shape functions are used for the independent element frame water head field. Then these two independent fields are connected by a double-variable hybrid functional to produce the final solving equation system. By means of the physical definition of Green's function, all two-dimensional element domain integrals in the present algorithm can reduce to one-dimensional element boundary integrals, so that versatile multi-node element is constructed to simplify mesh reconstruction during iteration. Finally, numerical results from the present Green's function based FEM with isotropic Green's function kernels are compared with other numerical results to verify and demonstrate the performance of the present method.http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252015001001991&lng=en&tlng=enSeepagefree surfaceisotropic damhybrid finite element methodGreen's function
collection DOAJ
language English
format Article
sources DOAJ
author Hui Wang
Ya-Ting Gao
Qing-Hua Qin
spellingShingle Hui Wang
Ya-Ting Gao
Qing-Hua Qin
Green's function based finite element formulations for isotropic seepage analysis with free surface
Latin American Journal of Solids and Structures
Seepage
free surface
isotropic dam
hybrid finite element method
Green's function
author_facet Hui Wang
Ya-Ting Gao
Qing-Hua Qin
author_sort Hui Wang
title Green's function based finite element formulations for isotropic seepage analysis with free surface
title_short Green's function based finite element formulations for isotropic seepage analysis with free surface
title_full Green's function based finite element formulations for isotropic seepage analysis with free surface
title_fullStr Green's function based finite element formulations for isotropic seepage analysis with free surface
title_full_unstemmed Green's function based finite element formulations for isotropic seepage analysis with free surface
title_sort green's function based finite element formulations for isotropic seepage analysis with free surface
publisher Marcílio Alves
series Latin American Journal of Solids and Structures
issn 1679-7825
description Abstract A solution procedure using the Green's function based finite element method (FEM) is presented for two-dimensional nonlinear steady-state seepage analysis with the presence of free surface in isotropic dams. In the present algorithm, an iteration strategy is designed to convert the over-specified free surface problem to a regular partial differential equation problem. Then, at each iteration step, the Green's function for isotropic linear seepage partial differential equation is employed to construct the element interior water head field, while the conventional shape functions are used for the independent element frame water head field. Then these two independent fields are connected by a double-variable hybrid functional to produce the final solving equation system. By means of the physical definition of Green's function, all two-dimensional element domain integrals in the present algorithm can reduce to one-dimensional element boundary integrals, so that versatile multi-node element is constructed to simplify mesh reconstruction during iteration. Finally, numerical results from the present Green's function based FEM with isotropic Green's function kernels are compared with other numerical results to verify and demonstrate the performance of the present method.
topic Seepage
free surface
isotropic dam
hybrid finite element method
Green's function
url http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252015001001991&lng=en&tlng=en
work_keys_str_mv AT huiwang greensfunctionbasedfiniteelementformulationsforisotropicseepageanalysiswithfreesurface
AT yatinggao greensfunctionbasedfiniteelementformulationsforisotropicseepageanalysiswithfreesurface
AT qinghuaqin greensfunctionbasedfiniteelementformulationsforisotropicseepageanalysiswithfreesurface
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