Experimental Investigation of Corrosion Cracking in Reinforced Concrete Beams Containing Nano Wollastonite Article Swipe
YOU?
·
· 2019
· Open Access
·
· DOI: https://doi.org/10.22075/jrce.2018.13485.1246
Cracking of the concrete cover due to corrosion is defined as the serviceability limit state of reinforced concrete structures. This study evaluated the influence of a mineral admixture i.e. nano wollastonite on corrosion performance and serviceability of reinforced concrete structures by performing an accelerated corrosion test on ten reinforced concrete beams under a sustained load. To do so, five concrete beams were treated with nano wollastonite (NCW), while the others were normal concrete beams (NC). The results were discussed in terms of corrosion crack patterns, crack width, half-cell potentials, rebar mass loss, and rebar diameter degradation at different corrosion levels. The results showed that the incorporation of nano wollastonite in reinforced concrete beams increased the service life by increasing the initial cracking time, decreasing the corrosion crack growth rate and rebar mass loss. Given the maximum 0.3 mm corrosion crack width as limit state criteria, the lifetime of the NCW reinforced beams was 3.6 times longer than that of Group NC. The experimental results were compared with existing models. However, these models were unreliable in predicting the steel cross-section loss based on crack width. To solve this problem, a GMDH-type neural network model was developed and evaluated using obtained experimental data for NC and NCW beams.
Related Topics
- Type
- article
- Language
- en
- Landing Page
- https://doaj.org/article/4bed20a763a04ed2bb999ce9a11a63cf
- OA Status
- green
- Cited By
- 7
- References
- 11
- Related Works
- 10
- OpenAlex ID
- https://openalex.org/W2900901183
Raw OpenAlex JSON
- OpenAlex ID
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https://openalex.org/W2900901183Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.22075/jrce.2018.13485.1246Digital Object Identifier
- Title
-
Experimental Investigation of Corrosion Cracking in Reinforced Concrete Beams Containing Nano WollastoniteWork title
- Type
-
articleOpenAlex work type
- Language
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enPrimary language
- Publication year
-
2019Year of publication
- Publication date
-
2019-08-01Full publication date if available
- Authors
-
Mahmoud Miri, Mohammad Reza Ghasemi, Hossein Beheshti NezhadList of authors in order
- Landing page
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https://doaj.org/article/4bed20a763a04ed2bb999ce9a11a63cfPublisher landing page
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YesWhether a free full text is available
- OA status
-
greenOpen access status per OpenAlex
- OA URL
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https://doaj.org/article/4bed20a763a04ed2bb999ce9a11a63cfDirect OA link when available
- Concepts
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Serviceability (structure), Materials science, Corrosion, Cracking, Rebar, Structural engineering, Composite material, Wollastonite, Reinforced concrete, Limit state design, Engineering, Organic chemistry, Raw material, ChemistryTop concepts (fields/topics) attached by OpenAlex
- Cited by
-
7Total citation count in OpenAlex
- Citations by year (recent)
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2024: 3, 2022: 1, 2021: 2, 2020: 1Per-year citation counts (last 5 years)
- References (count)
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11Number of works referenced by this work
- Related works (count)
-
10Other works algorithmically related by OpenAlex
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| abstract_inverted_index.width. | 183 |
| abstract_inverted_index.defined | 9 |
| abstract_inverted_index.initial | 120 |
| abstract_inverted_index.levels. | 99 |
| abstract_inverted_index.maximum | 135 |
| abstract_inverted_index.mineral | 26 |
| abstract_inverted_index.models. | 168 |
| abstract_inverted_index.network | 191 |
| abstract_inverted_index.results | 76, 101, 163 |
| abstract_inverted_index.service | 115 |
| abstract_inverted_index.treated | 62 |
| abstract_inverted_index.Cracking | 0 |
| abstract_inverted_index.However, | 169 |
| abstract_inverted_index.compared | 165 |
| abstract_inverted_index.concrete | 3, 17, 38, 49, 59, 72, 111 |
| abstract_inverted_index.cracking | 121 |
| abstract_inverted_index.diameter | 94 |
| abstract_inverted_index.existing | 167 |
| abstract_inverted_index.lifetime | 146 |
| abstract_inverted_index.obtained | 198 |
| abstract_inverted_index.problem, | 187 |
| abstract_inverted_index.GMDH-type | 189 |
| abstract_inverted_index.admixture | 27 |
| abstract_inverted_index.corrosion | 7, 32, 44, 82, 98, 125, 138 |
| abstract_inverted_index.criteria, | 144 |
| abstract_inverted_index.developed | 194 |
| abstract_inverted_index.different | 97 |
| abstract_inverted_index.discussed | 78 |
| abstract_inverted_index.evaluated | 21, 196 |
| abstract_inverted_index.half-cell | 87 |
| abstract_inverted_index.increased | 113 |
| abstract_inverted_index.influence | 23 |
| abstract_inverted_index.patterns, | 84 |
| abstract_inverted_index.sustained | 53 |
| abstract_inverted_index.decreasing | 123 |
| abstract_inverted_index.increasing | 118 |
| abstract_inverted_index.performing | 41 |
| abstract_inverted_index.predicting | 175 |
| abstract_inverted_index.reinforced | 16, 37, 48, 110, 150 |
| abstract_inverted_index.structures | 39 |
| abstract_inverted_index.unreliable | 173 |
| abstract_inverted_index.accelerated | 43 |
| abstract_inverted_index.degradation | 95 |
| abstract_inverted_index.performance | 33 |
| abstract_inverted_index.potentials, | 88 |
| abstract_inverted_index.structures. | 18 |
| abstract_inverted_index.experimental | 162, 199 |
| abstract_inverted_index.wollastonite | 30, 65, 108 |
| abstract_inverted_index.cross-section | 178 |
| abstract_inverted_index.incorporation | 105 |
| abstract_inverted_index.serviceability | 12, 35 |
| cited_by_percentile_year.max | 97 |
| cited_by_percentile_year.min | 89 |
| countries_distinct_count | 1 |
| institutions_distinct_count | 3 |
| sustainable_development_goals[0].id | https://metadata.un.org/sdg/11 |
| sustainable_development_goals[0].score | 0.5600000023841858 |
| sustainable_development_goals[0].display_name | Sustainable cities and communities |
| citation_normalized_percentile.value | 0.72174563 |
| citation_normalized_percentile.is_in_top_1_percent | False |
| citation_normalized_percentile.is_in_top_10_percent | False |