Browse > Article
http://dx.doi.org/10.12989/acc.2018.6.1.015

Cavitation resistance of concrete containing different material properties  

Kumar, G.B. Ramesh (Department of Civil Engineering, Indian Institute of Technology Roorkee)
Bhardwaj, Arjit (Department of Civil Engineering, Punjab Engineering College)
Sharma, Umesh Kumar (Department of Civil Engineering, Indian Institute of Technology Roorkee)
Publication Information
Advances in concrete construction / v.6, no.1, 2018 , pp. 15-28 More about this Journal
Abstract
In the present investigation, influence of various material parameters on the cavitation erosion resistance of concrete was investigated on the basis of laboratory experiments. As there is no well-established laboratory test method for evaluating the cavitation resistance of concrete, a test set up called 'cavitation jet' was specially established in the present study in order to simulate the cavitation phenomenon experienced in the hydraulic structures. Various mixtures of concrete were designed by varying the grade of concrete, type and quantity of pozzolana, type of aggregates and cement type to develop good cavitation resistant concrete constructed using marginal aggregates. Three types of aggregates having three different Los Angeles abrasion values (less than 30%, between 30% and 50% and more than 50%) were employed in this study. To evaluate the cavitation resistance a total of 60 cylindrical specimens and 60 companion cubes were tested in the laboratory respectively. The results indicate that cavitation resistance of concrete degrades significantly as the L.A. abrasion value of aggregates goes beyond the 30% value. Incorporation of pozzolanic admixtures was seemed to be beneficial to enhance the cavitation resistance of concrete. Influence of other material parameters on the cavitation resistance of concrete was also noted and important observations have been made in the paper.
Keywords
hydraulic structures; concrete; cavitation erosion; material properties;
Citations & Related Records
연도 인용수 순위
  • Reference
1 IS 383 (1970), Specification for Coarse and Fine Aggregates from Natural Sources for Concrete, Bureau of Indian Standards, New Delhi, India.
2 IS 650 (1966), Specification for Standard Sand for Testing of Cement, Bureau of Indian Standards, New Delhi, India.
3 IS 8112 (1989), Specifications for 43 Grade Ordinary Portland Cement, Bureau of Indian Standards, New Delhi, India.
4 Martinovic, S., Vlahovic, M., Boljanac, T., Dojcinovic, M. and Husovic, T.V. (2013), "Cavitation resistance of refractory concrete: Influence of sintering temperature", J. Eur. Ceramic Soc., 33, 7-14.   DOI
5 Matikainen, V., Niemi, K., Koivuluoto, H. and Vuoristo, P. (2014), "Abrasion, erosion and cavitation erosion wear properties of thermally sprayed alumina based coatings", Coat., 4, 18-36.   DOI
6 Momber, A.W (2000), "Short time cavitation erosion of concrete", Wear, 241(1), 47-52.   DOI
7 Momber, A.W. (2003), "Cavitation damage to geomaterials in a flowing system", J. Mater. Sci., 38(4), 747-757.   DOI
8 Momber, A.W. (2004), "Aggregate liberation from concrete by flow cavitation", IJMP, 74(1-4), 177-187.
9 Momma, T. and Lichtarowicz, A. (1995), "A study of pressures and erosion produced by collapsing cavitation", Wear, 186-187(Part-2), 425-436.   DOI
10 Soyama, H., Kumano, H. and Saka, M. (2001), "A new parameter to predict cavitation erosion", CAV 2001: Fourth International Symposium on Cavitation, California Institute of Technology, Pasadena, CA, USA, June.
11 Walter, H.P. (1947), "Erosion of concrete by cavitation and solids in flowing water", ACI J., 43(5), 1009-1024.
12 Zeman, J.C., Edwards, J.R., Lange, D.A. and Barkan, C.P.L. (2010), "Investigation of potential concrete tie rail seat deterioration mechanisms: cavitation erosion and hydraulic pressure cracking", Proceedings of the Transportation Research Board 89th Annual Meeting, Washington, D.C., U.S., January.
13 Falvey, H.T. (1982), "Predicting cavitation in tunnel spillways", Int. Water Power Dam Constr. (Sutton), 34(8), 13-15.
14 Fairfield, C.A. (2014), "Cavitation damage to potential sewer and drain pipe materials", Wear, 317, 92-103.   DOI
15 Cheng, C.L., Webster, C.T. and Wong, J.Y. (1990), "Cavitation-resistance coatings for concrete hydraulic structures", ACI Mater. J., 87(6), 594-601.
16 Donald, J.E. (2000), "Evaluation of materials for repair of erosion damage in hydraulic structures", ACI Spec. Publ., 192, 887-898.
17 Henrik, L. and Bernd, S. (2001), "Measurement of cavitation erosive aggressiveness by means of structure born noise", CAV 2001: Fourth International Symposium on Cavitation, California Institute of Technology, Pasadena, CA USA, June.
18 Zhang, R.Z., Ren, Y.Y., Yan D.K., Guo, P.Y. and Li, L.J. (2017), "Synthesis of hydrophobic fluorinated polyurethanes and their properties of resistance to cavitation and wear", Prog. Organic Coat., 104, 11-19.   DOI
19 Filho, J.G.D. and Genovez, A.I.B. (2009), "Alternative apparatus to evaluate cavitation damage", J. Mater. Civil Eng., 21(12), 797-800.   DOI
20 Goretta, K.C., Burdt, M.L., Cuber, M.M., Perry, L.A., Singh, D., Wagh, A.S., Routbort, J.L. and Weber, W. J. (1999), "Solid particle erosion of portland cement and concrete", Wear, 224(1),106- 112.   DOI
21 Houghton, D.L., Borge, O.E. and Paxton, J.A. (1978), "Cavitation resistance of some special concretes", ACI J., 75(12), 664-667.
22 IS 12089 (1987), Specification for Granulated Slag for the Manufacture of Portland Cement, Bureau of Indian Standards, New Delhi, India.
23 IS 1489 Part 1 (1991), Specifications for Portland Pozzolana Cement: Flyash Based, Bureau of Indian Standards, New Delhi, India.
24 IS 15388 (2003), Silica Fume-Specification, Bureau of Indian Standards, New Delhi, India.
25 IS 3812 Part 1 (2003), Pulverized Fuel Ash-Specification for Use as Pozzolana in Cement, Cement Mortar and Concrete, Bureau Indian Standards; New Delhi, India.