Polytopal composite finite elements for modeling concrete fracture based on nonlocal damage models Article Swipe
Hai D. Huynh
,
Sundararajan Natarajan
,
H. Nguyen‐Xuan
,
Xiaoying Zhuang
·
YOU?
·
· 2023
· Open Access
·
· DOI: https://doi.org/10.48550/arxiv.2309.08579
YOU?
·
· 2023
· Open Access
·
· DOI: https://doi.org/10.48550/arxiv.2309.08579
The paper presents an assumed strain formulation over polygonal meshes to accurately evaluate the strain fields in nonlocal damage models. An assume strained technique based on the Hu-Washizu variational principle is employed to generate a new strain approximation instead of direct derivation from the basis functions and the displacement fields. The underlying idea embedded in arbitrary finite polygons is named as Polytopal composite finite elements (PCFEM). The PCFEM is accordingly applied within the framework of the nonlocal model of continuum damage mechanics to enhance the description of damage behaviours in which highly localized deformations must be captured accurately. This application is helpful to reduce the mesh-sensitivity and elaborate the process-zone of damage models. Several numerical examples are designed for various cases of fracture to discuss and validate the computational capability of the present method through comparison with published numerical results and experimental data from the literature.
Related Topics
Concepts
Polygon mesh
Finite element method
Damage mechanics
Displacement (psychology)
Fracture (geology)
Structural engineering
Composite number
Sensitivity (control systems)
Mathematics
Computer science
Applied mathematics
Materials science
Geometry
Engineering
Algorithm
Composite material
Psychotherapist
Electronic engineering
Psychology
Metadata
- Type
- preprint
- Language
- en
- Landing Page
- http://arxiv.org/abs/2309.08579
- https://arxiv.org/pdf/2309.08579
- OA Status
- green
- Related Works
- 10
- OpenAlex ID
- https://openalex.org/W4386839871
All OpenAlex metadata
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- OpenAlex ID
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https://openalex.org/W4386839871Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.48550/arxiv.2309.08579Digital Object Identifier
- Title
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Polytopal composite finite elements for modeling concrete fracture based on nonlocal damage modelsWork title
- Type
-
preprintOpenAlex work type
- Language
-
enPrimary language
- Publication year
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2023Year of publication
- Publication date
-
2023-07-11Full publication date if available
- Authors
-
Hai D. Huynh, Sundararajan Natarajan, H. Nguyen‐Xuan, Xiaoying ZhuangList of authors in order
- Landing page
-
https://arxiv.org/abs/2309.08579Publisher landing page
- PDF URL
-
https://arxiv.org/pdf/2309.08579Direct link to full text PDF
- Open access
-
YesWhether a free full text is available
- OA status
-
greenOpen access status per OpenAlex
- OA URL
-
https://arxiv.org/pdf/2309.08579Direct OA link when available
- Concepts
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Polygon mesh, Finite element method, Damage mechanics, Displacement (psychology), Fracture (geology), Structural engineering, Composite number, Sensitivity (control systems), Mathematics, Computer science, Applied mathematics, Materials science, Geometry, Engineering, Algorithm, Composite material, Psychotherapist, Electronic engineering, PsychologyTop concepts (fields/topics) attached by OpenAlex
- Cited by
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0Total citation count in OpenAlex
- Related works (count)
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10Other works algorithmically related by OpenAlex
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| abstract_inverted_index.continuum | 79 |
| abstract_inverted_index.elaborate | 107 |
| abstract_inverted_index.framework | 73 |
| abstract_inverted_index.functions | 45 |
| abstract_inverted_index.localized | 92 |
| abstract_inverted_index.mechanics | 81 |
| abstract_inverted_index.numerical | 114, 138 |
| abstract_inverted_index.polygonal | 8 |
| abstract_inverted_index.principle | 29 |
| abstract_inverted_index.published | 137 |
| abstract_inverted_index.technique | 23 |
| abstract_inverted_index.Hu-Washizu | 27 |
| abstract_inverted_index.accurately | 11 |
| abstract_inverted_index.behaviours | 88 |
| abstract_inverted_index.capability | 129 |
| abstract_inverted_index.comparison | 135 |
| abstract_inverted_index.derivation | 41 |
| abstract_inverted_index.underlying | 51 |
| abstract_inverted_index.accordingly | 69 |
| abstract_inverted_index.accurately. | 97 |
| abstract_inverted_index.application | 99 |
| abstract_inverted_index.description | 85 |
| abstract_inverted_index.formulation | 6 |
| abstract_inverted_index.literature. | 145 |
| abstract_inverted_index.variational | 28 |
| abstract_inverted_index.deformations | 93 |
| abstract_inverted_index.displacement | 48 |
| abstract_inverted_index.experimental | 141 |
| abstract_inverted_index.process-zone | 109 |
| abstract_inverted_index.approximation | 37 |
| abstract_inverted_index.computational | 128 |
| abstract_inverted_index.mesh-sensitivity | 105 |
| cited_by_percentile_year | |
| countries_distinct_count | 0 |
| institutions_distinct_count | 4 |
| sustainable_development_goals[0].id | https://metadata.un.org/sdg/11 |
| sustainable_development_goals[0].score | 0.6499999761581421 |
| sustainable_development_goals[0].display_name | Sustainable cities and communities |
| citation_normalized_percentile |