On the Finite Element Free Vibration Analysis of Delaminated Layered Beams: A New Assembly Technique Article Swipe
YOU?
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· 2016
· Open Access
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· DOI: https://doi.org/10.1155/2016/3707658
The dynamic analysis of flexible delaminated layered beams is revisited. Exploiting Boolean vectors, a novel assembly scheme is developed which can be used to enforce the continuity requirements at the edges of delamination region, leading to a delamination stiffness term. The proposed assembly technique can be used to form various beam configurations with through-width delaminations, irrespective of the formulation used to model each beam segment. The proposed assembly system and the Galerkin Finite Element Method (FEM) formulation are subsequently used to investigate the natural frequencies and modes of 2- and 3-layer beam configurations. Using the Euler-Bernoulli bending beam theory and free mode delamination, the governing differential equations are exploited and two beam finite elements are developed. The free bending vibration of three illustrative example problems, characterized by delamination zones of variable length, is investigated. The intact and defective beam natural frequencies and modes obtained from the proposed assembly/FEM beam formulations are presented along with the analytical results and those available in the literature.
Related Topics
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.1155/2016/3707658
- http://downloads.hindawi.com/journals/sv/2016/3707658.pdf
- OA Status
- gold
- Cited By
- 14
- References
- 30
- Related Works
- 10
- OpenAlex ID
- https://openalex.org/W2236743630
Raw OpenAlex JSON
- OpenAlex ID
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https://openalex.org/W2236743630Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.1155/2016/3707658Digital Object Identifier
- Title
-
On the Finite Element Free Vibration Analysis of Delaminated Layered Beams: A New Assembly TechniqueWork title
- Type
-
articleOpenAlex work type
- Language
-
enPrimary language
- Publication year
-
2016Year of publication
- Publication date
-
2016-01-01Full publication date if available
- Authors
-
Nicholas H. Erdelyi, Seyed M. HashemiList of authors in order
- Landing page
-
https://doi.org/10.1155/2016/3707658Publisher landing page
- PDF URL
-
https://downloads.hindawi.com/journals/sv/2016/3707658.pdfDirect link to full text PDF
- Open access
-
YesWhether a free full text is available
- OA status
-
goldOpen access status per OpenAlex
- OA URL
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https://downloads.hindawi.com/journals/sv/2016/3707658.pdfDirect OA link when available
- Concepts
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Finite element method, Delamination (geology), Beam (structure), Vibration, Timoshenko beam theory, Bending stiffness, Structural engineering, Galerkin method, Bending, Stiffness, Normal mode, Materials science, Engineering, Physics, Acoustics, Paleontology, Subduction, Tectonics, BiologyTop concepts (fields/topics) attached by OpenAlex
- Cited by
-
14Total citation count in OpenAlex
- Citations by year (recent)
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2022: 1, 2021: 6, 2019: 1, 2018: 2, 2017: 3Per-year citation counts (last 5 years)
- References (count)
-
30Number of works referenced by this work
- Related works (count)
-
10Other works algorithmically related by OpenAlex
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| referenced_works | https://openalex.org/W2065544039, https://openalex.org/W1998864393, https://openalex.org/W2046804411, https://openalex.org/W2074214962, https://openalex.org/W1528516050, https://openalex.org/W2051096091, https://openalex.org/W1995981838, https://openalex.org/W2022023543, https://openalex.org/W2053018959, https://openalex.org/W3179168638, https://openalex.org/W1991962949, https://openalex.org/W1983333775, https://openalex.org/W2023849013, https://openalex.org/W2101904770, https://openalex.org/W2095528438, https://openalex.org/W2096467744, https://openalex.org/W2007150498, https://openalex.org/W2035471248, https://openalex.org/W2107241363, https://openalex.org/W2052858917, https://openalex.org/W2031418097, https://openalex.org/W2080953262, https://openalex.org/W2053323644, https://openalex.org/W2035194789, https://openalex.org/W2016082850, https://openalex.org/W2141784503, https://openalex.org/W2049323205, https://openalex.org/W2057393331, https://openalex.org/W1992962484, https://openalex.org/W2318391550 |
| referenced_works_count | 30 |
| abstract_inverted_index.a | 13, 36 |
| abstract_inverted_index.2- | 88 |
| abstract_inverted_index.at | 28 |
| abstract_inverted_index.be | 21, 45 |
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| abstract_inverted_index.and | 69, 85, 89, 99, 109, 136, 141, 157 |
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| abstract_inverted_index.the | 25, 29, 57, 70, 82, 94, 103, 145, 154, 161 |
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| abstract_inverted_index.theory | 98 |
| abstract_inverted_index.3-layer | 90 |
| abstract_inverted_index.Boolean | 11 |
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| abstract_inverted_index.region, | 33 |
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| abstract_inverted_index.Galerkin | 71 |
| abstract_inverted_index.analysis | 2 |
| abstract_inverted_index.assembly | 15, 42, 67 |
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| abstract_inverted_index.flexible | 4 |
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| abstract_inverted_index.proposed | 41, 66, 146 |
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| abstract_inverted_index.vectors, | 12 |
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| abstract_inverted_index.continuity | 26 |
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| abstract_inverted_index.revisited. | 9 |
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| abstract_inverted_index.frequencies | 84, 140 |
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| abstract_inverted_index.literature. | 162 |
| abstract_inverted_index.assembly/FEM | 147 |
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| abstract_inverted_index.delamination, | 102 |
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| abstract_inverted_index.configurations | 51 |
| abstract_inverted_index.delaminations, | 54 |
| abstract_inverted_index.Euler-Bernoulli | 95 |
| abstract_inverted_index.configurations. | 92 |
| cited_by_percentile_year.max | 98 |
| cited_by_percentile_year.min | 89 |
| corresponding_author_ids | https://openalex.org/A5058247662 |
| countries_distinct_count | 1 |
| institutions_distinct_count | 2 |
| corresponding_institution_ids | https://openalex.org/I530967 |
| sustainable_development_goals[0].id | https://metadata.un.org/sdg/11 |
| sustainable_development_goals[0].score | 0.44999998807907104 |
| sustainable_development_goals[0].display_name | Sustainable cities and communities |
| citation_normalized_percentile.value | 0.89234837 |
| citation_normalized_percentile.is_in_top_1_percent | False |
| citation_normalized_percentile.is_in_top_10_percent | False |