Water Impact-Abrasion Erosion of Hybrid Fiber-Reinforced High Performance Concrete

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Aiming to evaluate the resistance of High Performance Concrete (HPC) against the abrasion erosion due to the continual impact of water and water borne materials, six HPC mixtures reinforced with different fibers and fiber combinations were prepared and tested experimentally in this study. All mixtures share the same contents of all materials, while the types and combinations of fibers used were different among the mixtures. All mixtures included a total of 2.5% volumetric content of fibers. The mixture S6 included pure 6 mm micro-steel fiber (S6), S15 mixture included pure 15 mm micro-steel fiber (S15), while the S6-S15 mixture included 1.25% of each of S6 and S15. S6-PP and S15-PP included 2.0% of S6 or S15, respectively, in combination with 0.5% of polypropylene fiber (PP), while the sixth mixture included 1.0% S6, 1.0% S15 and 0.5% PP. The impact abrasion test was conducted on 200×200 mm plat targets with 50 mm thickness that were fixed perpendicular to a water jet with a high speed of 20 m/s. The results revealed that all HPC mixtures exhibited much higher abrasion resistance than normal concrete. The results also showed that the S15 mixture was the one with highest abrasion resistance with an abrasion loss of only approximately 20 grams after 12 hours testing.

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63-72

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November 2020

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[1] ACI Committee 210, Erosion of concrete in hydraulic structure (ACI 210R-03), American Concrete Institute, USA, (2003) 1-24.

Google Scholar

[2] A.Z. Zadeh, B. Zafari, M. Yaminpour, Multifunctional use of self-compacting concrete as a fundamental material in dam construction: Upper Gotvand dam, Key Eng. Mater. 629-630 (2015) 391-398.

DOI: 10.4028/www.scientific.net/kem.629-630.391

Google Scholar

[3] A. Kryžanowski, M. Mikoš, J. Šušteršič, V. Ukrainczyk, I. and Planinc, Testing of concrete abrasion resistance in hydraulic structures on the lower sava river, J. Mech. Eng. 58 (2012) 245-254.

DOI: 10.5545/sv-jme.2010.217

Google Scholar

[4] N. S. Ayoob, S. R. Abid, A. N. Hilo, Water-impact abrasion of self-compacting concrete. Mag. Civ. Eng. 96 (2020) 60–69.

Google Scholar

[5] A. N. Hilo, S. R. Abid, Y. H. Daek, Numerical model for flow of stilling basin type III, Int. Conf. Adv. Sustainable Eng. Appl. (ICASEA), Wasit University, Kut, Iraq, (2018) 126-130.

DOI: 10.1109/icasea.2018.8370969

Google Scholar

[6] M. L. Abdul Hussein, S. R. Abid, S. H. Ali, Abrasion of reactive powder concrete under water impact. Appl. Mech.. Mater. 897(2020) 41-48.

DOI: 10.4028/www.scientific.net/amm.897.41

Google Scholar

[7] Y.W. Liu, S.W. Cho, T.H. Hsu, Impact abrasion of hydraulic structures concrete, J. Mar. Sci. Technol. 20 (2012) 253-258.

Google Scholar

[8] S.R. Abid, M.S. Shamkhi, N.S. Mahdi, Y.H. Daek, Hydro-abrasive resistance of engineered cementitious composites with PP and PVA fibers, Constr. Build. Mater. 187 (2018) 168-177.

DOI: 10.1016/j.conbuildmat.2018.07.194

Google Scholar

[9] ASTM C1138-97, Standard test method for abrasion resistance of concrete (Underwater Method), ASTM International, West Conshohocken, USA, (1997) 1-4.

Google Scholar

[10] Y.W. Liu, T. Yen, T.H. Hsu, Abrasion erosion of concrete by water-borne sand, Cem. Conc. Res. 36 (2006) 1814-1820.

DOI: 10.1016/j.cemconres.2005.03.018

Google Scholar

[11] N. S. Ayoob, S. R. Abid, Analysis of abrasion rates in concrete surfaces of hydraulic structures. IOP Conf. Series: Mater. Sci. Eng. 888 (2020) 012052.

DOI: 10.1088/1757-899x/888/1/012052

Google Scholar

[12] E. Horszczaruk, Abrasion resistance of high-strength concrete in hydraulic structures, Wear, 259 (2005) 62-69.

DOI: 10.1016/j.wear.2005.02.079

Google Scholar

[13] S.R. Abid, A. Hilo, N.S. Ayoob, Y.H. Daek, Underwater abrasion of steel fiber-reinforced self-compacting concrete, Case Stud. Constr. Mater. (2019) e00299.

DOI: 10.1016/j.cscm.2019.e00299

Google Scholar

[14] K. Rahmani, A. Shamsai, B. Saghafian, S. Peroti, Effect of water and cement ratio on compressive strength and abrasion of microsilica concrete, Middle-East J. Sci. Res. 12 (2012) 1056-1061.

Google Scholar

[15] S.R. Abid, A. Hilo, Y.H. Daek, Experimental tests on the underwater abrasion of engineered cementitious composites, Constr. Build. Mater. 171 (2018) 779-792.

DOI: 10.1016/j.conbuildmat.2018.03.213

Google Scholar

[16] S. R. Abid, K. Al-Lami, Critical review of strength and durability of concrete beams externally bonded with FRP, Cogent Eng. 5 (2018) 1-27.

DOI: 10.1080/23311916.2018.1525015

Google Scholar

[17] F.H. Arna'ot, A.A. Abbass, A.A. Abualtemen, S.R. Abid, M. Özakça, Residual strength of high strength concentric column-SFRC flat plate exposed to high temperatures, Constr. Build. Mater. 154 (2017) 204-218.

DOI: 10.1016/j.conbuildmat.2017.07.141

Google Scholar

[18] S.R. Abid, M.L. Abdul-Hussein, N.S. Ayoob, S.H. Ali, A.L. Kadhum, Repeated drop-weight impact tests on self-compacting concrete reinforced with micro-steel fiber, Heliyon 6 (2020) e03198.

DOI: 10.1016/j.heliyon.2020.e03198

Google Scholar

[19] S.R. Abid, M.L. Abdul-Hussein, S.H. Ali, A.F. Kazem, Suggested modified testing techniques to the ACI 544-R repeated drop-weight impact test, Constr. Build. Mater. 244 (2020) 118321.

DOI: 10.1016/j.conbuildmat.2020.118321

Google Scholar

[20] A. Abbass, S. Abid, M. Özakça, Experimental investigation on the effect of steel fibers on the flexural behavior and ductility of high-strength concrete hollow beams, Adv. Civ. Eng. 2019 (2019) 1-13.

DOI: 10.1155/2019/8390345

Google Scholar

[21] A.A. Abbass, S.R. Abid, F.H. Arna'ot, R.A. Al-Ameri, M. Özakça, Flexural response of hollow high strength concrete beams considering different size reductions, Struct. 23 (2019) 69-86.

DOI: 10.1016/j.istruc.2019.10.001

Google Scholar

[22] M. K. Haridharan, S. Matheswaran, G. Murali, S. R. Abid, R. Fediuk, Y. H. Amran, H. S. Abdelgader, Impact response of two-layered grouted aggregate fibrous concrete composite under falling mass impact. Constr. Build. Mater. 263 (2020) 120628.

DOI: 10.1016/j.conbuildmat.2020.120628

Google Scholar

[23] M. P. Salaimanimagudam, C. R. Suribabu, G. Murali, S. R. Impact response of hammerhead pier fibrous concrete beams designed with topology optimization. Periodica Polytechnica Civ. Eng. (2020) https://doi.org/10.3311/PPci.16664.

DOI: 10.3311/ppci.16664

Google Scholar

[24] H. A. Jabir, S. R. Abid, M. L. Abdul-Hussein, S. H. Ali Repeated drop-weight impact tests on RPC containing hybrid fibers. Appl. Mech. Mater. 897 (2020) 49-55.

DOI: 10.4028/www.scientific.net/amm.897.49

Google Scholar

[25] E. Horszczaruk, Hydro-abrasive erosion of high performance fiber-reinforced concrete, Wear 267 (2009) 110-115.

DOI: 10.1016/j.wear.2008.11.010

Google Scholar

[26] Z.J. Grdic, G.A.T. Curcic, N.S. Ristic, I.M. Despotovic, Abrasion resistance of concrete micro-reinforced with polypropylene fibers, Constr. Build. Mater. 27 (2012) 305-312.

DOI: 10.1016/j.conbuildmat.2011.07.044

Google Scholar

[27] R. Mohebi, K. Behfarnia, M. Shojaei, Abrasion resistance of alkali-activated slag concrete designed by Taguchi method, Constr. Build. Mater. 98 (2015) 792-798.

DOI: 10.1016/j.conbuildmat.2015.08.128

Google Scholar

[28] Y.W. Liu, Improving the abrasion resistance of hydraulic-concrete containing surface crack by adding silica fume, Constr. Build. Mater. 21 (2007) 972-977.

DOI: 10.1016/j.conbuildmat.2006.03.001

Google Scholar

[29] N. Ristic, G.T. Curcic, D. Grdic, Abrasion resistance of concrete made with micro fibers and recycled granulated rubber, Zastita Materijala 56 (2015) 435-445.

DOI: 10.5937/zasmat1504435r

Google Scholar

[30] R. Dandapat, A. Deb, A probability based model for the erosive wear of concrete by sediment bearing water, Wear 350-351 (2016) 166-181.

DOI: 10.1016/j.wear.2016.01.012

Google Scholar

[31] E. Horszczaruk, Abrasion resistance of high-performance hydraulic concrete with polypropylene fibers, Tribologia 1 (2012) 63-72.

Google Scholar