Compressive Strength and Splitting Tensile Strength of Polyvinyl Alcohol Fiber Reinforced Ultra High Strength Concrete (PFRC)

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Abstract:

The marked brittleness with low tensile strength and strain capacities of ultra high strength concrete (UHSC) with compressive strength of 100 MPa can be overcome by the addition of polyvinyl alcohol (PVA) fibers. The compressive strength and splitting tensile strength of ultra high strength concrete containing PVA fibers are investigated this paper. The PVA fibers were added at the volume fractions of 0%, 0.17%, 0.25%, 0.34% and 0.5%. The compressive strength of the PVA fiber reinforced ultra high strength concrete (PFRC) reached a maximum at 0.5% volume fraction, being an 8.2% improvement over the UHSC. The splitting tensile strength of the PFRC improved with increasing the volume fraction, achieving 46.7% improvements at 0.5% volume fraction. The splitting strength models were established to predict the compressive and splitting tensile strengths of the PFRC. The models give predictions matching the measurements.

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Periodical:

Advanced Materials Research (Volumes 150-151)

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996-999

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October 2010

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Xiao Y., Martirossyan A. Seismic performance of high-strength concrete columns. Journal of structural engineering, Vol. 124 (1998). p.241.

DOI: 10.1061/(asce)0733-9445(1998)124:3(241)

Google Scholar

[2] Wee T. H., Chin M. S., Mansur M. A. Stress-strain relationship of high strength concrete in compression. Journal of Materials in Civil Engineering, Vol. 8 (1996). p.70.

DOI: 10.1061/(asce)0899-1561(1996)8:2(70)

Google Scholar

[3] Khaloo A R, Kim N. Mechanical properties of normal to high strength steel fiber-reinforced concrete. Cement concrete and aggregate, Vol. 18 (1996). p.92.

DOI: 10.1520/cca10156j

Google Scholar

[4] Özgür E, Çelik T. Effect of silica fume and steel fibers on some properties of high-strength concrete. Construction and Building Materials, Vol. 11 (1997). p.373.

DOI: 10.1016/s0950-0618(97)00058-5

Google Scholar

[5] Ohama Y. Polymer-based admixtures. Cement and Concrete Research, Vol. 20 (1998). p.189.

Google Scholar

[6] Atsuhisa O., Tetsuo H., Hideki H. Polyvinylalcohol fiber reinforced cement-based composites. Restoration of Buildings and Monuments, Vol. 12 (2006). p.101.

Google Scholar

[7] China Association for Engineering Construction Standardization. CECS 13: 89 Test Methods for Steel Reinforced Concrete. China Construction Press, Beijing, 1991. (in Chinese).

Google Scholar