Effect of marine environment on the behaviour of concrete structures reinforced by composite materials
| Autor: | Mardy Long, Abdelkader Haddi, Julien Szulc, Chafika Djelal |
|---|---|
| Přispěvatelé: | Laboratoire de Génie Civil et Géo-Environnement (LGCgE) - ULR 4515 (LGCgE), Université d'Artois (UA)-Université de Lille-Ecole nationale supérieure Mines-Télécom Lille Douai (IMT Lille Douai), Institut Mines-Télécom [Paris] (IMT)-Institut Mines-Télécom [Paris] (IMT)-JUNIA (JUNIA), Université d'Artois (UA), Université catholique de Lille (UCL)-Université catholique de Lille (UCL) |
| Jazyk: | angličtina |
| Rok vydání: | 2020 |
| Předmět: |
Materials science
Concrete beams Mechanical Engineering 0211 other engineering and technologies chemistry.chemical_element Stiffness 020101 civil engineering 02 engineering and technology Bending Durability Industrial and Manufacturing Engineering Rod 0201 civil engineering [SPI.GCIV]Engineering Sciences [physics]/Civil Engineering chemistry 021105 building & construction medicine General Materials Science 14. Life underwater Adhesive Composite material medicine.symptom Carbon Beam (structure) |
| Zdroj: | Mechanics & Industry Mechanics & Industry, 2020, 21 (4), pp.407. ⟨10.1051/meca/2020033⟩ |
| DOI: | 10.1051/meca/2020033⟩ |
| Popis: | This study deals with experimental investigations of beam performances in a marine environment. Two kinds of concrete beams, unreinforced and reinforced with carbon plates and carbon rods, are being tested. The first one is stored in a laboratory, the other is exposed to a marine environment located in the north of France. After 12 months, all beams are tested via a four-point bending test in a laboratory. Results obtained have shown that beams stored in marine environment have a better behaviour than those stored in laboratory. It should be noted that no damage has occurred on these beams. However, we observe a significant increase of load of about 32% to 48% causing the first crack observed on the beams stored in marine environment compared to those stored in the laboratory. This means that beams in situ offer increased stiffness and a slight gain of failure loads. This may be due to the development of living organisms (in a marine environment) which acted as additional adhesive and sealing, providing a protection of concrete structures against damage. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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