Characterization of Poly(vinyl Alcohol) Fiber Reinforced Organic Aggregate Cementitious Materials

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This study focuses on the development of a lightweight, high-performance cementitious composite material reinforced with Poly(vinyl alcohol) (PVA) fiber. The material which contains Poly(vinyl butyral) (PVB) as the sole aggregate has a low average density of 1548 kg/m3 and a compressive strength of about 40 MPa. The flexural strength, impact resistance, and fracture toughness are also evaluated and are found to be improved in comparison to those of lightweight concrete. The addition of PVA fiber further improves ductility, fracture toughness and impact resistance. The increase in fracture toughness was found to be linear with increasing fiber volume fraction. Comparisons are made with a lightweight concrete of equal density, and a normal-weight concrete. A model based on fiber bridging mechanics and the rule of mixtures is developed to characterize the fracture toughness, and a good correlation is obtained for the materials tested when experimental results are compared to those predicted by the model.

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73-83

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January 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] D. Breton, A. Carles-Gibergues, G. Ballivy and J. Grandet: Contribution to the Formation Mechanism of the Transition Zone Between Rock and Cement Paste, Cement and Concrete Research Vol. 23(1993), pp.335-346.

DOI: 10.1016/0008-8846(93)90099-u

Google Scholar

[2] T. Akçaolu, M. Tokyay and T. Çelik: Effect of Coarse Aggregate Size on Interfacial Cracking under Uniaxial Compression, Materials Letters Vol. 57, No. 4 (2002), pp.828-833.

DOI: 10.1016/s0167-577x(02)00881-9

Google Scholar

[3] T. Akçaolu, M. Tokyay and T. Çelik: Effect of Coarse Aggregate Size And Matrix Quality on ITZ and Failure Behavior of Concrete Under Uniaxial Compression, Cement and Concrete Composites Vol. 26, No. 6 (2004), pp.633-638.

DOI: 10.1016/s0958-9465(03)00092-1

Google Scholar

[4] W.A. Tasong, C.J. Lynsdale and J.C. Cripps: Aggregate-cement Paste Interface: Part I. Influence of Aggregate Geochemistry, Cement and Concrete Research Vol. 29 (1999), pp.1019-1025.

DOI: 10.1016/s0008-8846(99)00086-1

Google Scholar

[5] D.P. Bentz: Influence of Silica Fume on Diffusivity in Cement-Based Materials. II. Multi-Scale Modeling of Concrete Diffusivity, Cement and Concrete Research Vol. 30, No. 7 (2000), pp.1121-1129.

DOI: 10.1016/s0008-8846(00)00263-5

Google Scholar

[6] A.H. Asbridge, G.A. Chadbourn and C.L. Page: Effects of Metakaolin and the Interfacial Transition Zone on the Diffusion of Chloride Ions through Cement Mortars, Cement and Concrete Research Vol. 31, No. 11 (2001), pp.1567-1572.

DOI: 10.1016/s0008-8846(01)00598-1

Google Scholar

[7] C. Poon, L. Lam, S.C. Kou, Y. Wong and R. Wong: Rate of Pozzolanic Reaction of Metakaolin in High-Performance Cement Pastes, Cement and Concrete Research Vol. 31 (2001), pp.1301-1306.

DOI: 10.1016/s0008-8846(01)00581-6

Google Scholar

[8] K. Friedrich, S. Fakirov and Z. Zhang, in: Polymer Composites: From Nano-to-macro-scale, Springer Inc., New York(2005), pp.129-130.

Google Scholar

[9] Z.H. Zheng and D. Feldman: Synthetic fiber-reinforced concrete, Progress in Polymer Science Vol. 20 (1995), pp.185-210.

Google Scholar

[10] T.J. Chu, R.E. Robertson, H. Najm and A.E. Naaman: Effects of Poly(Vinyl Alcohol) on Fiber Cement Interfaces. Part II: Microstructures, Advanced Cement Based Materials Vol. 1, No. 3 (1994), pp.122-130.

DOI: 10.1016/1065-7355(94)90043-4

Google Scholar

[11] ASTM E399, Standard Test Method for Linear-Elastic Plane-Strain Fracture Toughness K1c of Metallic Materials(1983).

DOI: 10.1520/e0399-20a

Google Scholar

[12] ASTM E23, Standard Test Methods for Notched Bar Impact Testing of Metallic Materials(2009).

Google Scholar

[13] T.L. Anderson, in: Fracture Mechanics, Taylor & Francis Group, Boca Raton, FL(2005), pp.288-289.

Google Scholar

[14] Z. Sun, E.J. Garboczi and S.P. Shah: Modeling the Elastic Properties of Concrete Composites: Experiment, Differential Effective Medium Theory, and Numerical Simulation, Cement and Concrete Composites Vol. 29, No. 1 (2007), pp.22-38.

DOI: 10.1016/j.cemconcomp.2006.07.020

Google Scholar

[15] H. Toutanji, B. Xu, J. Gilbert and T. Lavin: Properties of Poly(Vinyl Alcohol) Fiber Reinforced High-Performance Organic Aggregate Cementitious Material: Converting Brittle to Plastic, Construction and Building Materials Vol. 24, No. 1 (2010).

DOI: 10.1016/j.conbuildmat.2009.08.023

Google Scholar

[16] D.P. Dias and C. Thaumaturgo: Fracture Toughness of Geopolymeric Concretes Reinforced with Basalt Fibers, Cement and Concrete Composites Vol. 27 (2005), pp.49-54.

DOI: 10.1016/j.cemconcomp.2004.02.044

Google Scholar

[17] R. Griffiths and A. Ball: An Assessment of the Properties and Degradation Behaviour of Glass-Fiber-Reinforced Polyester Polymer Concrete, Composites Science and Technology Vol. 60 (2000), pp.2747-2753.

DOI: 10.1016/s0266-3538(00)00147-0

Google Scholar

[18] M. Taylor, F.D. Lydon and B.I.G. Barr: Toughness Measurements on Steel Fibre-Reinforced High Strength Concrete, Cement and Concrete Composites Vol. 19 (1997), pp.329-340.

DOI: 10.1016/s0958-9465(97)00036-x

Google Scholar