Fracture Dynamic Analysis of Cracked Reissner Plates Using the Boundary Element Method
This work presents a Dual Boundary Element Method/Dual Reciprocity Boundary Element Method formulation for the dynamic analysis of fractured shear deformable plates. Equations for the Dual Boundary Element Method, including the direct boundary and the traction boundary equation for Reissner plates,...
- Autores:
-
Useche Vivero, Jairo
- Tipo de recurso:
- Fecha de publicación:
- 2020
- Institución:
- Universidad Tecnológica de Bolívar
- Repositorio:
- Repositorio Institucional UTB
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.utb.edu.co:20.500.12585/9507
- Acceso en línea:
- https://hdl.handle.net/20.500.12585/9507
https://www.sciencedirect.com/science/article/abs/pii/S0020768320300238
- Palabra clave:
- Dual boundary element method
Dual reciprocity method
Dynamic cracked plates
Shear deformable plates
J-integral
Reissner plates
- Rights
- closedAccess
- License
- http://purl.org/coar/access_right/c_14cb
id |
UTB2_b01bb9288493108b9553fd5103bcbc4e |
---|---|
oai_identifier_str |
oai:repositorio.utb.edu.co:20.500.12585/9507 |
network_acronym_str |
UTB2 |
network_name_str |
Repositorio Institucional UTB |
repository_id_str |
|
dc.title.spa.fl_str_mv |
Fracture Dynamic Analysis of Cracked Reissner Plates Using the Boundary Element Method |
title |
Fracture Dynamic Analysis of Cracked Reissner Plates Using the Boundary Element Method |
spellingShingle |
Fracture Dynamic Analysis of Cracked Reissner Plates Using the Boundary Element Method Dual boundary element method Dual reciprocity method Dynamic cracked plates Shear deformable plates J-integral Reissner plates |
title_short |
Fracture Dynamic Analysis of Cracked Reissner Plates Using the Boundary Element Method |
title_full |
Fracture Dynamic Analysis of Cracked Reissner Plates Using the Boundary Element Method |
title_fullStr |
Fracture Dynamic Analysis of Cracked Reissner Plates Using the Boundary Element Method |
title_full_unstemmed |
Fracture Dynamic Analysis of Cracked Reissner Plates Using the Boundary Element Method |
title_sort |
Fracture Dynamic Analysis of Cracked Reissner Plates Using the Boundary Element Method |
dc.creator.fl_str_mv |
Useche Vivero, Jairo |
dc.contributor.author.none.fl_str_mv |
Useche Vivero, Jairo |
dc.subject.keywords.spa.fl_str_mv |
Dual boundary element method Dual reciprocity method Dynamic cracked plates Shear deformable plates J-integral Reissner plates |
topic |
Dual boundary element method Dual reciprocity method Dynamic cracked plates Shear deformable plates J-integral Reissner plates |
description |
This work presents a Dual Boundary Element Method/Dual Reciprocity Boundary Element Method formulation for the dynamic analysis of fractured shear deformable plates. Equations for the Dual Boundary Element Method, including the direct boundary and the traction boundary equation for Reissner plates, were used for crack modeling. The Dual Reciprocity Boundary Element Method was used to treat both domain integrals related to distributed forces and inertial terms. Proposed formulation considers the rotary inertia of the plate. A general crack modeling strategy is presented. The J-Integral is used to evaluate the Dynamic Stress Resultant Intensity Factors. Test problems, including comparisons to Finite Element Method solutions, are presented. Results demonstrate, proposed formulation is a reliable method for dynamic analysis of shear deformable cracked plate bending problems. |
publishDate |
2020 |
dc.date.accessioned.none.fl_str_mv |
2020-10-30T15:09:56Z |
dc.date.available.none.fl_str_mv |
2020-10-30T15:09:56Z |
dc.date.issued.none.fl_str_mv |
2020-05-15 |
dc.date.submitted.none.fl_str_mv |
2020-10-28 |
dc.type.coarversion.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
dc.type.coar.fl_str_mv |
http://purl.org/coar/resource_type/c_2df8fbb1 |
dc.type.driver.spa.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.hasversion.spa.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.spa.spa.fl_str_mv |
Artículo |
status_str |
publishedVersion |
dc.identifier.citation.spa.fl_str_mv |
Useche, J., 2020. Fracture Dynamic Analysis of Cracked Reissner Plates Using the Boundary Element Method. International Journal of Solids and Structures, 191-192, pp.315-332. |
dc.identifier.issn.none.fl_str_mv |
0020-7683 |
dc.identifier.uri.none.fl_str_mv |
https://hdl.handle.net/20.500.12585/9507 |
dc.identifier.url.none.fl_str_mv |
https://www.sciencedirect.com/science/article/abs/pii/S0020768320300238 |
dc.identifier.doi.none.fl_str_mv |
10.1016/j.ijsolstr.2020.01.017 |
dc.identifier.instname.spa.fl_str_mv |
Universidad Tecnológica de Bolívar |
dc.identifier.reponame.spa.fl_str_mv |
Repositorio Universidad Tecnológica de Bolívar |
identifier_str_mv |
Useche, J., 2020. Fracture Dynamic Analysis of Cracked Reissner Plates Using the Boundary Element Method. International Journal of Solids and Structures, 191-192, pp.315-332. 0020-7683 10.1016/j.ijsolstr.2020.01.017 Universidad Tecnológica de Bolívar Repositorio Universidad Tecnológica de Bolívar |
url |
https://hdl.handle.net/20.500.12585/9507 https://www.sciencedirect.com/science/article/abs/pii/S0020768320300238 |
dc.language.iso.spa.fl_str_mv |
eng |
language |
eng |
dc.rights.coar.fl_str_mv |
http://purl.org/coar/access_right/c_14cb |
dc.rights.accessrights.spa.fl_str_mv |
info:eu-repo/semantics/closedAccess |
eu_rights_str_mv |
closedAccess |
rights_invalid_str_mv |
http://purl.org/coar/access_right/c_14cb |
dc.format.extent.none.fl_str_mv |
18 páginas |
dc.format.mimetype.spa.fl_str_mv |
application/pdf |
dc.publisher.place.spa.fl_str_mv |
Cartagena de Indias |
dc.publisher.discipline.spa.fl_str_mv |
Ingeniería Mecánica |
dc.source.spa.fl_str_mv |
International Journal of Solids and Structures; Vol. 191–192, (2020) Pages 315-332 |
institution |
Universidad Tecnológica de Bolívar |
bitstream.url.fl_str_mv |
https://repositorio.utb.edu.co/bitstream/20.500.12585/9507/1/44.pdf https://repositorio.utb.edu.co/bitstream/20.500.12585/9507/2/license.txt https://repositorio.utb.edu.co/bitstream/20.500.12585/9507/3/44.pdf.txt https://repositorio.utb.edu.co/bitstream/20.500.12585/9507/4/44.pdf.jpg |
bitstream.checksum.fl_str_mv |
0b5ecea9afebb2ddebd72bdf011e9172 e20ad307a1c5f3f25af9304a7a7c86b6 163a5f1b675291170ef1eda1836e7237 2bf3646da1fe45ca56754f50b1148f97 |
bitstream.checksumAlgorithm.fl_str_mv |
MD5 MD5 MD5 MD5 |
repository.name.fl_str_mv |
Repositorio Institucional UTB |
repository.mail.fl_str_mv |
repositorioutb@utb.edu.co |
_version_ |
1814021623749017600 |
spelling |
Useche Vivero, Jairo6bed9359-4992-4e29-b0a3-2604d92954742020-10-30T15:09:56Z2020-10-30T15:09:56Z2020-05-152020-10-28Useche, J., 2020. Fracture Dynamic Analysis of Cracked Reissner Plates Using the Boundary Element Method. International Journal of Solids and Structures, 191-192, pp.315-332.0020-7683https://hdl.handle.net/20.500.12585/9507https://www.sciencedirect.com/science/article/abs/pii/S002076832030023810.1016/j.ijsolstr.2020.01.017Universidad Tecnológica de BolívarRepositorio Universidad Tecnológica de BolívarThis work presents a Dual Boundary Element Method/Dual Reciprocity Boundary Element Method formulation for the dynamic analysis of fractured shear deformable plates. Equations for the Dual Boundary Element Method, including the direct boundary and the traction boundary equation for Reissner plates, were used for crack modeling. The Dual Reciprocity Boundary Element Method was used to treat both domain integrals related to distributed forces and inertial terms. Proposed formulation considers the rotary inertia of the plate. A general crack modeling strategy is presented. The J-Integral is used to evaluate the Dynamic Stress Resultant Intensity Factors. Test problems, including comparisons to Finite Element Method solutions, are presented. Results demonstrate, proposed formulation is a reliable method for dynamic analysis of shear deformable cracked plate bending problems.1. Introduction 2. Plate bending equations 3. Boundary element integral formulation 4. Hypersingular integral formulation for Reissner plates 5. Dual Boundary Element Method 6. Transformation of domain integrals 7. Boundary element discretization 8. Dynamic stress intensity factor calculation 9. Example problems 10. Conclusions18 páginasapplication/pdfengInternational Journal of Solids and Structures; Vol. 191–192, (2020) Pages 315-332Fracture Dynamic Analysis of Cracked Reissner Plates Using the Boundary Element Methodinfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionArtículohttp://purl.org/coar/version/c_970fb48d4fbd8a85http://purl.org/coar/resource_type/c_2df8fbb1Dual boundary element methodDual reciprocity methodDynamic cracked platesShear deformable platesJ-integralReissner platesinfo:eu-repo/semantics/closedAccesshttp://purl.org/coar/access_right/c_14cbCartagena de IndiasIngeniería MecánicaInvestigadoreshttp://purl.org/coar/resource_type/c_2df8fbb1ORIGINAL44.pdf44.pdfapplication/pdf104738https://repositorio.utb.edu.co/bitstream/20.500.12585/9507/1/44.pdf0b5ecea9afebb2ddebd72bdf011e9172MD51LICENSElicense.txtlicense.txttext/plain; charset=utf-83182https://repositorio.utb.edu.co/bitstream/20.500.12585/9507/2/license.txte20ad307a1c5f3f25af9304a7a7c86b6MD52TEXT44.pdf.txt44.pdf.txtExtracted texttext/plain913https://repositorio.utb.edu.co/bitstream/20.500.12585/9507/3/44.pdf.txt163a5f1b675291170ef1eda1836e7237MD53THUMBNAIL44.pdf.jpg44.pdf.jpgGenerated Thumbnailimage/jpeg54583https://repositorio.utb.edu.co/bitstream/20.500.12585/9507/4/44.pdf.jpg2bf3646da1fe45ca56754f50b1148f97MD5420.500.12585/9507oai:repositorio.utb.edu.co:20.500.12585/95072023-04-24 09:16:49.302Repositorio Institucional UTBrepositorioutb@utb.edu.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 |