X-Ray CT inspection of subsurface areas of concretes exposed to fast flowing liquids

Author:

Sitek Libor1,Hlaváček Petr1,Souček Kamil1,Bodnárová Lenka2,Foldyna Josef1,Zajícová Vendula1,Berčáková Andrea1,Foldyna Vladimír1

Affiliation:

1. Academy of Sciences of the Czech Republic , Czech Republic

2. Brno University of Technology , Czech Republic

Abstract

Abstract Concrete structures affected for a long time by flowing liquids are exposed to gradual erosion in surface layers caused by a combination of several degradation processes: abrasion, cavitation and chemical or bacterial impacts. Due to the complex phenomena and difficult-to-define initial and boundary conditions, the whole process cannot be easily simulated using the conventional computing tools. Laboratory experimental research is thus the most appropriate approach for the investigation of a suitable composition of concrete resistant to the flowing liquids. However, the methods used are often very time consuming and last even several years. High-speed water flows can be elegantly used for the acceleration of the mechanical simulation of a real situation. Several experiments on the effects of the high-speed water flows on concrete surfaces have been carried out. Using the X-Ray CT methods, subsurface structures of concretes exposed to the accelerated mechanical simulation of the erosion wear caused by fast flowing liquids were investigated and presented in the article. It has been shown that the simulation does not cause initiation of new fractures or cracks in the original concrete structure. The pure water flow mainly removes the hardened cement paste and reveals the aggregate grains. The water flow with abrasive particles disintegrates in greater depths and washes out entire aggregate grains, eventually amputates them and finally smoothens entire surface.

Publisher

Walter de Gruyter GmbH

Reference14 articles.

1. Concrete in Hydraulic Structures. In ACI Committee 210 Report.

2. American Society for Testing and Materials (2002). ASTM C 1138-97. Standard test method for abrasion resistance of concrete (underwater method), in: Annual Book of ASTM Standards, vol. 04.02, ASTM, West Conshohocken.

3. Horszczaruk, E. K. (2009). Hydro-abrasive erosion of high performance fiber-reinforced concrete. Wear 267, pp. 110-115.10.1016/j.wear.2008.11.010

4. Horszczaruk, E. K. (2004). Abrasion resistance of high strength fibre-reinforced concrete. 6th RILEM Symposium on Fibre-Reinforced Concretes – BEFIB 2004, Varenna, Italy.

5. Binici, H., Aksogan, O., Gorur, E. B., Kaplan, H., Bodur, M. N. (2009). Hydro-abrasive erosion of concrete incorporating ground blast-furnace slag and ground basaltic pumice. Construction and Building Materials 23, pp. 804-811.10.1016/j.conbuildmat.2008.03.003

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Enhancing the Load-bearing Capacity of a Damaged Hydraulic Structure Rehabilitated by Underwater Concreting;Engineering, Technology & Applied Science Research;2024-08-02

2. Influence of Concrete Age on Resistance to Fast-Flowing Liquids;Lecture Notes in Mechanical Engineering;2020-09-10

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