Paper Titles

Physico-Chemical Properties of Nano ZrO₂-Pillared Bentonite with Nickel as Supporting Metal
p.9

Hybrid Structure of Organic-Inorganic Photovoltaic Fast Carrier Transport
p.19

Investigation on Mechanical, Thermal and Bonding Properties of MWCNTs Reinforced Aramid/Epoxy Composite
p.27

The Impact of Nanomaterials on Fabrication Silicon Solar Cells by Pulsed Laser Deposition
p.41

Abrasion Depth-Mechanical Properties Relations of Low-Cost PVA Engineered Cementitious Composites
p.55

Water Impact-Abrasion Erosion of Hybrid Fiber-Reinforced High Performance Concrete
p.63

Tensile and Flexural Properties of Untreated Sisal Fibers Reinforced Unsaturated Polyester Resin Composites
p.73

Fabrication and Characterization Biomimetic Micro Actuators Using Ferrofluid-Silicone Composite Cantilevers
p.79

Effect of Sisal Fiber-Snail Shell Hybrid Reinforcement on some Mechanical Properties and Moisture Uptake of Unsaturated Polyester Resin Based Composites
p.87

HomeNano Hybrids and CompositesNano Hybrids and Composites Vol. 30Abrasion Depth-Mechanical Properties Relations of...

Abrasion Depth-Mechanical Properties Relations of Low-Cost PVA Engineered Cementitious Composites

Article Preview

Abstract:

Five engineered cementitious composite mixtures were adopted in this study with five different contents of 0, 0.5, 1.0, 1.5 and 2.0% of untreated low cost PVA fiber. Four different test specimens were prepared from the five mixtures to conduct several tests. Abrasion tests were conducted using 300 mm discs for six time steps each of 12 hours, while 100 mm cubes were used to evaluate the compressive strength. Cylinders with 100 mm diameter and 200 mm depth were adopted for splitting tensile strength, while four-point bending tests were conducted using small concrete beams with a span of 210 mm. The modulus of rupture was calculated from the tested beams, while the stiffness and elastic energy were calculated based on the load and deflection records of the beams. The tests showed that compressive strength did not affected noticeably by fiber inclusion, while all other mechanical quantities in addition to abrasion resistance exhibited significant improvement due to PVA fiber effect. The stiffness, splitting tensile strength, modulus of rupture and elastic energy exhibited maximum developments of 45, 134, 287 and 1181%, respectively, due fiber addition to the mixture. Quadratic formulas were found to be very accurate to correlate the relationship between abrasion depth in millimeters and each of splitting tensile strength, modulus of rupture and elastic energy, where R² values of these relations were between 96.7 and 99.5%.

You might also be interested in these eBooks

Nano Hybrids and Composites Vol. 30

Info:

Periodical:

Nano Hybrids and Composites (Volume 30)

Pages:

55-62

DOI:

https://doi.org/10.4028/www.scientific.net/NHC.30.55

Citation:

Cite this paper

Online since:

November 2020

Authors:

Nadheer S. Ayoob, Yasir H. Daek, Ali N. Hilo, Sallal R. Abid*

Keywords:

Abrasion Depth, ASTM C1138, Elastic Energy, Splitting Tensile Strength, Stiffness

Export:

RIS, BibTeX

Price:

Permissions:

Request Permissions

* - Corresponding Author

[1] V. C. Li, Concrete Construction Engineering Handbook, Chapter 24, Ed. E. Nawy, published by CRC Press, (2007).

[2] V. C. Li, The design of cementitious composites for civil engineering applications, Japan Soc. Civil Engineers, J. Struct. Earthquake Eng. 10 (1993) 37-48.

[3] V. C. Li, C. Wu, S. Wang, A. Ogawa, T. Saito, Interface tailoring for strain-hardening PVA-ECC, ACI Mater. J. 99 (2002) 463-472.

[4] S. H. Said, H. AbdulRazak, The effect of synthetic polyethylene fiber on the strain hardening behavior of engineered cementitious composite (ECC), Mater. Des. 86 (2015) 447-457.

DOI: 10.1016/j.matdes.2015.07.125

[5] A.M. Fahad, W. Mingxue, C. Jianyong, Z. Huapeng, Study on PVA fiber surface modification for strain-hardening cementitious composites (PVA-SHCC), Constr. Build. Mater. 197 (2019) 107-116.

DOI: 10.1016/j.conbuildmat.2018.11.072

[6] S. R. Abid, A. N. Hilo, N. S. Ayoob, Y. H. Daek, Mechanical properties of ECC incorporating low-cost PVA fibers. Appl. Mech. Mater. 897 (2020) 78-84.

DOI: 10.4028/www.scientific.net/amm.897.78

[7] D. Meng, C.K. Lee, Y.X. Zhang, Flexural and shear behaviours of plain and reinforced polyvinyl alcohol-engineered cementitious composite beams, Eng. Struct. 151 (2017) 261-272.

DOI: 10.1016/j.engstruct.2017.08.036

[8] W-J. Ge, A.F. Ashour, X. Ji, C. Cai, D-F. Cao, Flexural behavior of ECC-concrete composite beams reinforced with steel bars, Constr. Build. Mater. 159 (2018) 175-188.

DOI: 10.1016/j.conbuildmat.2017.10.101

[9] D. Meng, Y.X. Zhang, C.K. Lee, Flexural fatigue behaviour of steel reinforced PVA-ECC beams, Constr. Build. Mater. 221 (2019) 384-398.

DOI: 10.1016/j.conbuildmat.2019.06.088

[10] D. Meng, T. Huang, Y.X. Zhang, C.K. Lee, Mechanical behaviour of a polyvinyl alcohol fibre reinforced engineered cementitious composite (PVA-ECC) using local ingredients, Constr. Build. Mater. 141(2017) 259-270.

DOI: 10.1016/j.conbuildmat.2017.02.158

[11] J-X. Lin, Y. Song, Z-H. Xie, Y-C. Guo, B.Yuan, J-J. Zeng, X. Wei, Static and dynamic mechanical behavior of engineered cementitious composites with PP and PVA fibers, J. Build. Eng. 29 (2020) 101097.

DOI: 10.1016/j.jobe.2019.101097

[12] Z. Pan, C. Wu, J. Liu, W. Wang, J. Liu, Study on mechanical properties of cost-effective polyvinyl alcohol engineered cementitious composites (PVA-ECC), Constr. Build. Mater. 78 (2015) 397-404.

DOI: 10.1016/j.conbuildmat.2014.12.071

[13] K. Tosun-Felekoğlu, E. Gödek, M. Keskinateş, B. Felekoğlu, Utilization and selection of proper fly ash in cost effective green HTPP-ECC design, J. Clean. Prod. 149 (2017) 557-568.

DOI: 10.1016/j.jclepro.2017.02.117

[14] Q. Wang, M.H. Lai, J. Zhang, Z. Wang, J.C.M. Ho, Greener engineered cementitious composite (ECC) - The use of pozzolanic fillers and unoiled PVA fibers, Constr. Build. Mater. 247 (2020) 118211.

DOI: 10.1016/j.conbuildmat.2020.118211

[15] 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

[16] 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

[17] 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

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

[19] S. R. Abid, A. Hilo, N. S. Ayoob, Y. H. Daek, Underwater abrasion of steel fiber-reinforced self-compacting concrete, Case Stud. Constr. Mater. 11 (2019) 1-17.

DOI: 10.1016/j.cscm.2019.e00299

[20] 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

[21] 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

[22] 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

[23] ASTM C1138M-12, 2012, Standard Test Method for Abrasion Resistance of Concrete, (Underwater Method), ASTM International, West Conshohocken.

[24] 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

[25] Z. Lin, V. C. Li, Crack bridging in ﬁber reinforced cementitious composites with slip-hardening interfaces, J. Mech. Physics Solids, 45 (1997) 763-787.

DOI: 10.1016/s0022-5096(96)00095-6

[26] C. Redon, V. C .Li, C. Wu, H. Hoshiro, T. Saito, A. Ogawa, Measuring and modifying interface properties of PVA ﬁbers in ECC matrix, J. Mater. Civil Eng. 13 (2001) 399-406.

DOI: 10.1061/(asce)0899-1561(2001)13:6(399)

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

DOI: 10.1016/j.wear.2005.02.079

[28] 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. Civil Eng. 2019 (2019) 1-13.

DOI: 10.1155/2019/8390345

[29] 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

[30] 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) 1-11.

DOI: 10.1016/j.heliyon.2020.e03198

[31] 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

[32] 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