Finite Element Analysis and Parametric Study of Fiber Reinforced Lightweight Hollow Core Slabs Under Flexure using ABAQUS Article Swipe
Rami A. Hawileh
,
Santanu Kumar Sahoo
,
J. Abdalla
·
YOU?
·
· 2024
· Open Access
·
· DOI: https://doi.org/10.4203/ccc.9.15.1
YOU?
·
· 2024
· Open Access
·
· DOI: https://doi.org/10.4203/ccc.9.15.1
This research investigates the flexural behaviour of fibre-reinforced lightweight hollow core slabs (FR-LWHCS) using numerical simulations.A three-dimensional finite element (FE) model is developed to replicate the response of the HCS in a fourpoint bending test.The HCS consists of lightweight aggregate and contains 0.6% of synthetic fibres.The nonlinear FE analysis is conducted using ABAQUS software and validated against previously published experimental results.The numerical model accurately predicts load-deflection behaviour demonstrating good agreement with experimental findings.Additionally, the FE analysis provides insights into crack patterns and failure modes of HCS.Detailed parametric studies considering the effects of changing the reinforcement, the HCS's depth, and the shear span to depth ratio, size of core, and shape of core have also been performed.
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Metadata
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.4203/ccc.9.15.1
- https://www.ctresources.info/ccc/free.html?id=10052
- OA Status
- bronze
- References
- 20
- Related Works
- 10
- OpenAlex ID
- https://openalex.org/W4401881524
All OpenAlex metadata
Raw OpenAlex JSON
- OpenAlex ID
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https://openalex.org/W4401881524Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.4203/ccc.9.15.1Digital Object Identifier
- Title
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Finite Element Analysis and Parametric Study of Fiber Reinforced Lightweight Hollow Core Slabs Under Flexure using ABAQUSWork title
- Type
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articleOpenAlex work type
- Language
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enPrimary language
- Publication year
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2024Year of publication
- Publication date
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2024-08-26Full publication date if available
- Authors
-
Rami A. Hawileh, Santanu Kumar Sahoo, J. AbdallaList of authors in order
- Landing page
-
https://doi.org/10.4203/ccc.9.15.1Publisher landing page
- PDF URL
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https://www.ctresources.info/ccc/free.html?id=10052Direct link to full text PDF
- Open access
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YesWhether a free full text is available
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bronzeOpen access status per OpenAlex
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https://www.ctresources.info/ccc/free.html?id=10052Direct OA link when available
- Concepts
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Finite element method, Structural engineering, Parametric statistics, Materials science, Reinforcement, Deflection (physics), Flexural strength, Core (optical fiber), Shear (geology), Composite material, Bending, Engineering, Mathematics, Physics, Optics, StatisticsTop concepts (fields/topics) attached by OpenAlex
- Cited by
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0Total citation count in OpenAlex
- References (count)
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20Number of works referenced by this work
- Related works (count)
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10Other works algorithmically related by OpenAlex
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| abstract_inverted_index.parametric | 86 |
| abstract_inverted_index.performed. | 115 |
| abstract_inverted_index.previously | 57 |
| abstract_inverted_index.considering | 88 |
| abstract_inverted_index.lightweight | 8, 38 |
| abstract_inverted_index.results.The | 60 |
| abstract_inverted_index.HCS.Detailed | 85 |
| abstract_inverted_index.experimental | 59, 71 |
| abstract_inverted_index.investigates | 2 |
| abstract_inverted_index.demonstrating | 67 |
| abstract_inverted_index.simulations.A | 15 |
| abstract_inverted_index.reinforcement, | 94 |
| abstract_inverted_index.load-deflection | 65 |
| abstract_inverted_index.fibre-reinforced | 7 |
| abstract_inverted_index.three-dimensional | 16 |
| abstract_inverted_index.findings.Additionally, | 72 |
| cited_by_percentile_year | |
| corresponding_author_ids | https://openalex.org/A5034541188 |
| countries_distinct_count | 1 |
| institutions_distinct_count | 3 |
| corresponding_institution_ids | https://openalex.org/I199440890 |
| sustainable_development_goals[0].id | https://metadata.un.org/sdg/11 |
| sustainable_development_goals[0].score | 0.7200000286102295 |
| sustainable_development_goals[0].display_name | Sustainable cities and communities |
| citation_normalized_percentile.value | 0.29208925 |
| citation_normalized_percentile.is_in_top_1_percent | False |
| citation_normalized_percentile.is_in_top_10_percent | False |