Service-Life Prediction of Reinforced Concrete Structures in Tidal Zone
Aggressive marine environments and tidal conditions due to chloride ions attack and subsequent wetting and drying concrete, lead to excessive corrosion of reinforcing steel that creates destruction. Simulating behavior of corrosion can be effective in reducing the damage, regional investigations are...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | fas |
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Iranian Association of Naval Architecture and Marine Engineering
2017-01-01
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| Series: | نشریه مهندسی دریا |
| Subjects: | |
| Online Access: | http://marine-eng.ir/article-1-542-en.html |
| _version_ | 1818191316350140416 |
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| author | Mohammad Ghanoonibagha Mohsen Ali Shayanfar Saeed Asgarani Masoud Zabihi Samani |
| author_facet | Mohammad Ghanoonibagha Mohsen Ali Shayanfar Saeed Asgarani Masoud Zabihi Samani |
| author_sort | Mohammad Ghanoonibagha |
| collection | DOAJ |
| description | Aggressive marine environments and tidal conditions due to chloride ions attack and subsequent wetting and drying concrete, lead to excessive corrosion of reinforcing steel that creates destruction. Simulating behavior of corrosion can be effective in reducing the damage, regional investigations are necessary for durability-based design and evaluation of the models proposed for service-life prediction. In this paper Monte Carlo simulation use for service-life prediction of reinforced concrete structures in tidal zone. This study evaluates the influence of mean and standard deviation variations for each of the parameters that affect on the time of corrosion initiation. In tidal condition that studied in this paper, in the case of 10 mm convection depth with respect to non tidal zone, the service life of the structures decrease about 15 years. So it is found the effect of corrosion occurrence to standard deviation of concrete cover that must be noticed in constructions of marine structures. |
| first_indexed | 2024-12-12T00:12:40Z |
| format | Article |
| id | doaj.art-917e4ab5b83d46a7a66c661035147373 |
| institution | Directory Open Access Journal |
| issn | 1735-7608 2645-8136 |
| language | fas |
| last_indexed | 2024-12-12T00:12:40Z |
| publishDate | 2017-01-01 |
| publisher | Iranian Association of Naval Architecture and Marine Engineering |
| record_format | Article |
| series | نشریه مهندسی دریا |
| spelling | doaj.art-917e4ab5b83d46a7a66c6610351473732022-12-22T00:44:56ZfasIranian Association of Naval Architecture and Marine Engineeringنشریه مهندسی دریا1735-76082645-81362017-01-0112241322Service-Life Prediction of Reinforced Concrete Structures in Tidal ZoneMohammad Ghanoonibagha0Mohsen Ali Shayanfar1Saeed Asgarani2Masoud Zabihi Samani3 East Tehran Branch, IAU, Tehran, Iran Centre of Excellence for Fundamental Studies in Structural Engineering, IUST iran university of science and technology Parand Branch, IAU, Tehran, Iran Aggressive marine environments and tidal conditions due to chloride ions attack and subsequent wetting and drying concrete, lead to excessive corrosion of reinforcing steel that creates destruction. Simulating behavior of corrosion can be effective in reducing the damage, regional investigations are necessary for durability-based design and evaluation of the models proposed for service-life prediction. In this paper Monte Carlo simulation use for service-life prediction of reinforced concrete structures in tidal zone. This study evaluates the influence of mean and standard deviation variations for each of the parameters that affect on the time of corrosion initiation. In tidal condition that studied in this paper, in the case of 10 mm convection depth with respect to non tidal zone, the service life of the structures decrease about 15 years. So it is found the effect of corrosion occurrence to standard deviation of concrete cover that must be noticed in constructions of marine structures.http://marine-eng.ir/article-1-542-en.htmlrc structuredurability designtidal conditionchloride corrosionreliability analysis |
| spellingShingle | Mohammad Ghanoonibagha Mohsen Ali Shayanfar Saeed Asgarani Masoud Zabihi Samani Service-Life Prediction of Reinforced Concrete Structures in Tidal Zone نشریه مهندسی دریا rc structure durability design tidal condition chloride corrosion reliability analysis |
| title | Service-Life Prediction of Reinforced Concrete Structures in Tidal Zone |
| title_full | Service-Life Prediction of Reinforced Concrete Structures in Tidal Zone |
| title_fullStr | Service-Life Prediction of Reinforced Concrete Structures in Tidal Zone |
| title_full_unstemmed | Service-Life Prediction of Reinforced Concrete Structures in Tidal Zone |
| title_short | Service-Life Prediction of Reinforced Concrete Structures in Tidal Zone |
| title_sort | service life prediction of reinforced concrete structures in tidal zone |
| topic | rc structure durability design tidal condition chloride corrosion reliability analysis |
| url | http://marine-eng.ir/article-1-542-en.html |
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