Data Documentation for 'Influence of Geometric Non-Linearities on the Mixed-Mode Decomposition in Asymmetric DCB Samples'
The Asymmetric Double Cantilever Beam (ADCB) is a common test configuration used to produce mixed mode I/II in composite materials. It consists of two sublaminates with different thicknesses or elastic properties, a situation that usually occurs in bimaterial adhesive joints. During this test, the s...
| Authors: | , , , |
|---|---|
| Format: | conjunto de datos |
| Publication Date: | 2025 |
| Country: | España |
| Institution: | Universidad de Oviedo (UNIOVI) |
| Repository: | RUO. Repositorio Institucional de la Universidad de Oviedo |
| Language: | English |
| OAI Identifier: | oai:digibuo.uniovi.es:10651/80338 |
| Online Access: | https://hdl.handle.net/10651/80338 https://dx.doi.org/10.17811/ruo_datasets.80338 |
| Access Level: | Open access |
| Keyword: | FEM Composite laminate Interlaminar fracture toughness Mixed mode Delamination CFRP |
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Data Documentation for 'Influence of Geometric Non-Linearities on the Mixed-Mode Decomposition in Asymmetric DCB Samples'Bonhomme González, Jorge|||0000-0003-0363-6373Mollón Sánchez, María Victoria|||0000-0002-4591-8494Viña Olay, Jaime Aurelio|||0000-0002-2828-408XArgüelles Amado, Antonio|||0000-0001-9972-7012FEMComposite laminateInterlaminar fracture toughnessMixed modeDelaminationCFRPThe Asymmetric Double Cantilever Beam (ADCB) is a common test configuration used to produce mixed mode I/II in composite materials. It consists of two sublaminates with different thicknesses or elastic properties, a situation that usually occurs in bimaterial adhesive joints. During this test, the sample undergoes rotation. In this work, the influence of this rotation on the calculation of the energy release rate (ERR) in modes I and II was studied using the Finite Element Method (FEM). Several models with different degrees of asymmetry (different thickness ratio and/or elastic modulus ratio) and different applied displacements were prepared to obtain different levels of rotation during the test. As is known, the concept of modes I and II refers to the components of the energy release rate calculated in the direction perpendicular and tangential to the delamination plane, respectively. If the model experiences significant rotation during the application of the load, this non-linearity must be considered in the calculation of the mode partition I/II. In this work, appreciable differences were observed in the values of modes I and II, depending on their calculation in a global system or a local system that rotates with the sample. When performing crack growth calculations, the difference between critical loads can be in the order of 4%, while the difference between mode I and mode II results can reach 4% and 14%, respectively, for an applied displacement of only 5 mm. Currently, this correction is not usually implemented in Finite Element calculation codes or in analytical developments. The purpose of this article is to draw attention to this aspect when the rotation of the specimen is not negligible.This research received no external funding.20252025-09-05datasethttp://purl.org/coar/resource_type/c_ddb1VoRhttp://purl.org/coar/version/c_970fb48d4fbd8a85info:eu-repo/semantics/datasethttps://hdl.handle.net/10651/80338https://dx.doi.org/10.17811/ruo_datasets.80338reponame:RUO. Repositorio Institucional de la Universidad de Oviedoinstname:Universidad de Oviedo (UNIOVI)Inglésengopen accesshttp://purl.org/coar/access_right/c_abf2Attribution 4.0 Internationalhttp://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/openAccessoai:digibuo.uniovi.es:10651/803382026-06-07T06:38:51Z |
| dc.title.none.fl_str_mv |
Data Documentation for 'Influence of Geometric Non-Linearities on the Mixed-Mode Decomposition in Asymmetric DCB Samples' |
| title |
Data Documentation for 'Influence of Geometric Non-Linearities on the Mixed-Mode Decomposition in Asymmetric DCB Samples' |
| spellingShingle |
Data Documentation for 'Influence of Geometric Non-Linearities on the Mixed-Mode Decomposition in Asymmetric DCB Samples' Bonhomme González, Jorge|||0000-0003-0363-6373 FEM Composite laminate Interlaminar fracture toughness Mixed mode Delamination CFRP |
| title_short |
Data Documentation for 'Influence of Geometric Non-Linearities on the Mixed-Mode Decomposition in Asymmetric DCB Samples' |
| title_full |
Data Documentation for 'Influence of Geometric Non-Linearities on the Mixed-Mode Decomposition in Asymmetric DCB Samples' |
| title_fullStr |
Data Documentation for 'Influence of Geometric Non-Linearities on the Mixed-Mode Decomposition in Asymmetric DCB Samples' |
| title_full_unstemmed |
Data Documentation for 'Influence of Geometric Non-Linearities on the Mixed-Mode Decomposition in Asymmetric DCB Samples' |
| title_sort |
Data Documentation for 'Influence of Geometric Non-Linearities on the Mixed-Mode Decomposition in Asymmetric DCB Samples' |
| dc.creator.none.fl_str_mv |
Bonhomme González, Jorge|||0000-0003-0363-6373 Mollón Sánchez, María Victoria|||0000-0002-4591-8494 Viña Olay, Jaime Aurelio|||0000-0002-2828-408X Argüelles Amado, Antonio|||0000-0001-9972-7012 |
| author |
Bonhomme González, Jorge|||0000-0003-0363-6373 |
| author_facet |
Bonhomme González, Jorge|||0000-0003-0363-6373 Mollón Sánchez, María Victoria|||0000-0002-4591-8494 Viña Olay, Jaime Aurelio|||0000-0002-2828-408X Argüelles Amado, Antonio|||0000-0001-9972-7012 |
| author_role |
author |
| author2 |
Mollón Sánchez, María Victoria|||0000-0002-4591-8494 Viña Olay, Jaime Aurelio|||0000-0002-2828-408X Argüelles Amado, Antonio|||0000-0001-9972-7012 |
| author2_role |
author author author |
| dc.subject.none.fl_str_mv |
FEM Composite laminate Interlaminar fracture toughness Mixed mode Delamination CFRP |
| topic |
FEM Composite laminate Interlaminar fracture toughness Mixed mode Delamination CFRP |
| description |
The Asymmetric Double Cantilever Beam (ADCB) is a common test configuration used to produce mixed mode I/II in composite materials. It consists of two sublaminates with different thicknesses or elastic properties, a situation that usually occurs in bimaterial adhesive joints. During this test, the sample undergoes rotation. In this work, the influence of this rotation on the calculation of the energy release rate (ERR) in modes I and II was studied using the Finite Element Method (FEM). Several models with different degrees of asymmetry (different thickness ratio and/or elastic modulus ratio) and different applied displacements were prepared to obtain different levels of rotation during the test. As is known, the concept of modes I and II refers to the components of the energy release rate calculated in the direction perpendicular and tangential to the delamination plane, respectively. If the model experiences significant rotation during the application of the load, this non-linearity must be considered in the calculation of the mode partition I/II. In this work, appreciable differences were observed in the values of modes I and II, depending on their calculation in a global system or a local system that rotates with the sample. When performing crack growth calculations, the difference between critical loads can be in the order of 4%, while the difference between mode I and mode II results can reach 4% and 14%, respectively, for an applied displacement of only 5 mm. Currently, this correction is not usually implemented in Finite Element calculation codes or in analytical developments. The purpose of this article is to draw attention to this aspect when the rotation of the specimen is not negligible. |
| publishDate |
2025 |
| dc.date.none.fl_str_mv |
2025 2025-09-05 |
| dc.type.none.fl_str_mv |
dataset http://purl.org/coar/resource_type/c_ddb1 VoR http://purl.org/coar/version/c_970fb48d4fbd8a85 |
| dc.type.openaire.fl_str_mv |
info:eu-repo/semantics/dataset |
| format |
dataset |
| dc.identifier.none.fl_str_mv |
https://hdl.handle.net/10651/80338 https://dx.doi.org/10.17811/ruo_datasets.80338 |
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https://hdl.handle.net/10651/80338 https://dx.doi.org/10.17811/ruo_datasets.80338 |
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Inglés eng |
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Inglés |
| language |
eng |
| dc.rights.none.fl_str_mv |
open access http://purl.org/coar/access_right/c_abf2 Attribution 4.0 International http://creativecommons.org/licenses/by/4.0/ |
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info:eu-repo/semantics/openAccess |
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open access http://purl.org/coar/access_right/c_abf2 Attribution 4.0 International http://creativecommons.org/licenses/by/4.0/ |
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openAccess |
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reponame:RUO. Repositorio Institucional de la Universidad de Oviedo instname:Universidad de Oviedo (UNIOVI) |
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Universidad de Oviedo (UNIOVI) |
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RUO. Repositorio Institucional de la Universidad de Oviedo |
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RUO. Repositorio Institucional de la Universidad de Oviedo |
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1869410656884621312 |
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15.811543 |