Wave propagation in the presence of empty cracks in an elastic medium

Detalhes bibliográficos
Autor(a) principal: Mendes, P. A.
Data de Publicação: 2006
Outros Autores: Tadeu, A.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10316/7620
https://doi.org/10.1007/s00466-005-0737-7
Resumo: Abstract This paper proposes the use of a traction boundary element method (TBEM) to evaluate 3D wave propagation in unbounded elastic media containing cracks whose geometry does not change along one direction. The proposed formulation is developed in the frequency domain and handles the thin-body difficulty presented by the classical boundary element method (BEM). The empty crack may have any geometry and orientation and may even exhibit null thickness. Implementing this model yields hypersingular integrals, which are evaluated here analytically, thereby surmounting one of the drawbacks of this formulation. The TBEM formulation enables the crack to be modelled as a single line, allowing the computation of displacement jumps in the opposing sides of the crack. Furthermore, if this formulation is combined with the classical BEM formulation the displacements in the opposing sides of the crack can be computed by modelling the crack as a closed empty thin body.
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spelling Wave propagation in the presence of empty cracks in an elastic mediumAbstract This paper proposes the use of a traction boundary element method (TBEM) to evaluate 3D wave propagation in unbounded elastic media containing cracks whose geometry does not change along one direction. The proposed formulation is developed in the frequency domain and handles the thin-body difficulty presented by the classical boundary element method (BEM). The empty crack may have any geometry and orientation and may even exhibit null thickness. Implementing this model yields hypersingular integrals, which are evaluated here analytically, thereby surmounting one of the drawbacks of this formulation. The TBEM formulation enables the crack to be modelled as a single line, allowing the computation of displacement jumps in the opposing sides of the crack. Furthermore, if this formulation is combined with the classical BEM formulation the displacements in the opposing sides of the crack can be computed by modelling the crack as a closed empty thin body.2006info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articlehttp://hdl.handle.net/10316/7620http://hdl.handle.net/10316/7620https://doi.org/10.1007/s00466-005-0737-7engComputational Mechanics. 38:3 (2006) 183-199Mendes, P. A.Tadeu, A.info:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2020-02-05T16:16:18Zoai:estudogeral.uc.pt:10316/7620Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T20:57:12.922867Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv Wave propagation in the presence of empty cracks in an elastic medium
title Wave propagation in the presence of empty cracks in an elastic medium
spellingShingle Wave propagation in the presence of empty cracks in an elastic medium
Mendes, P. A.
title_short Wave propagation in the presence of empty cracks in an elastic medium
title_full Wave propagation in the presence of empty cracks in an elastic medium
title_fullStr Wave propagation in the presence of empty cracks in an elastic medium
title_full_unstemmed Wave propagation in the presence of empty cracks in an elastic medium
title_sort Wave propagation in the presence of empty cracks in an elastic medium
author Mendes, P. A.
author_facet Mendes, P. A.
Tadeu, A.
author_role author
author2 Tadeu, A.
author2_role author
dc.contributor.author.fl_str_mv Mendes, P. A.
Tadeu, A.
description Abstract This paper proposes the use of a traction boundary element method (TBEM) to evaluate 3D wave propagation in unbounded elastic media containing cracks whose geometry does not change along one direction. The proposed formulation is developed in the frequency domain and handles the thin-body difficulty presented by the classical boundary element method (BEM). The empty crack may have any geometry and orientation and may even exhibit null thickness. Implementing this model yields hypersingular integrals, which are evaluated here analytically, thereby surmounting one of the drawbacks of this formulation. The TBEM formulation enables the crack to be modelled as a single line, allowing the computation of displacement jumps in the opposing sides of the crack. Furthermore, if this formulation is combined with the classical BEM formulation the displacements in the opposing sides of the crack can be computed by modelling the crack as a closed empty thin body.
publishDate 2006
dc.date.none.fl_str_mv 2006
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dc.identifier.uri.fl_str_mv http://hdl.handle.net/10316/7620
http://hdl.handle.net/10316/7620
https://doi.org/10.1007/s00466-005-0737-7
url http://hdl.handle.net/10316/7620
https://doi.org/10.1007/s00466-005-0737-7
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Computational Mechanics. 38:3 (2006) 183-199
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