Composite Fibers in Concretes with Various Strengths

International Concrete Abstracts Portal

The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

  


Title: Composite Fibers in Concretes with Various Strengths

Author(s): A. Macanovskis, A. Lukasenoks, A. Krasnikovs, R. Stonys, and V. Lusis

Publication: Materials Journal

Volume: 115

Issue: 5

Appears on pages(s): 647-652

Keywords: composite fibers; fiber pullout; fiber-reinforced concrete; highstrength concrete

DOI: 10.14359/51702343

Date: 9/1/2018

Abstract:
Concrete beams reinforced by short composite macrofibers uniformly distributed in their volume were tested mechanically in bending. The short composite macrofibers were a few centimeters long and less than 2.5 mm (0.01 in.) in diameter. Macrofibers were manufactured impregnating glass or carbon-fiber tows by epoxy resin, forming unidirectionally oriented composite material rods later cut in short pieces. Such fibers were designated in the framework of the paper as macrofibers. The length-to-diameter ratios L/d of the glass and carbon macrofibers were equal to 22.9 and 28.2, respectively. The beams were loaded until the opening of the macrocrack reached 5 mm (0.02 in.). The macrofibers bridging the crack were pulled out during opening of the crack. Low-, medium-, and high-strength concretes in the range of 40 to 120 MPa (5800 to 17,405 psi) were used in the experiments. Pullout tests with single fibers were carried out. The volume fraction of the fibers in concrete was 1.5%. Two types of fiber-reinforced concrete beams with glass and carbon fibers were manufactured and tested, and the data obtained were compared with experimental results for steel fiber-reinforced concrete beams. The potential of the composite fibers was analyzed.

Related References:

1. Banthia, N., and Trottier, J.-F., “Concrete Reinforced with Deformed Steel Fibers, Part I: Bond-Slip Mechanisms,” ACI Materials Journal, V. 91, No. 5, Sept.-Oct. 1994, pp. 435-446.

2. Naaman, A. E., “Engineered Steel Fibers with Optimal Properties for Reinforcement of Cement Composites,” Journal of Advanced Concrete Technology, V. 1, No. 3, 2003, pp. 241-252. doi: 10.3151/jact.1.241

3. Naaman, A. E., and Shah, S. P., “Pullout Mechanism in Steel Fiber Reinforced Concrete,” Journal of the Structural Division, ASCE, V. 102, 1976, pp. 1537-1548.

4. Kononova, O.; Lusis, V.; Galushchak, A.; Krasnikovs, A.; and Macanovskis, A., “Numerical Modeling of Fiber Pull-out Micromechanics in Concrete Matrix Composites,” Journal of Vibroengineering, V. 14, No. 4, 2012, pp. 1852-1861.

5. Naaman, A.; Wongtanakitcharoen, T.; and Hauser, G., “Influence of Different Fibers on Plastic Shrinkage Cracking of Concrete,” ACI Materials Journal, V. 102, No. 1, Jan.-Feb. 2005, pp. 49-58.

6. Winterberg, R., “Durability of Fiber Reinforced Concrete. Part 1—Corrosion,” Aug. 2016, http://www.barchip.com/durability-of-frc-part-1-corrosion. (last accessed Sept. 12, 2018)

7. Sahmenko, G.; Krasnikovs, A.; Lukasenoks, A.; and Eiduks, M., “Ultra High Performance Concrete Reinforced with Short Steel and Carbon Fibers,” Environment. Technology. Resources: Proceedings of the 10th International Scientific and Practical Conference, Latvia, Rezekne, June 18-20, 2015, pp.193-199.

8. Patnaik, A. K.; Miller, L.; Sudeep, A.; and Standal, P. C., “Basalt FRP Minibar Reinforced Concrete,” Fibre Concrete 2013, Sept. 12-13, 2013, Prague, Czech Republic, pp. 51-52.

9. Patnaik, A. K.; Miller, L.; and Standal, P. C., “Fiber Reinforced Concrete Made from Basalt FRP Minibar,” Proceedings of the 1st Concrete Innovation Conference (CIC), Oslo, Norway, June 11-13, 2014, 11 pp.

10. Tabatabaei, Z. S.; Volz, J. S.; Keener, D. I.; and Gliha, B. P., “Comparative Impact Behavior of Four Long Carbon Fiber Reinforced Concretes,” Materials & Design, V. 55, Mar. 2014, pp. 212-223. doi: 10.1016/j.matdes.2013.09.048

11. Tabatabaei, Z. S.; Volz, J. S.; Baird, J.; Gliha, B. P.; and Keener, D. I., “Experimental and Numerical Analyses of Long Carbon Fiber-Reinforced Concrete Panels Exposed to Blast Loading,” International Journal of Impact Engineering, V. 57, 2013, pp. 70-80. doi: 10.1016/j.ijimpeng.2013.01.006

12. Krasnikovs, A.; Lapsa, V.; and Lukasenoks, A., “Latvian Patent P 16-101, Composite Material’s Fiber and its Production Process,” 14.12.2016.

13. Kononova, O.; Krasnikovs, A.; Stonys, R.; Sahmenko, G.; and Vitols, R., “Investigation of Influence of Nano-reinforcement on the Mechanical Properties of Composite Materials,” Journal of Civil Engineering and Management, V. 22, No. 3, 2016, pp. 425-433. doi: 10.3846/13923730.2015.1106578


ALSO AVAILABLE IN:

Electronic Materials Journal



  

Edit Module Settings to define Page Content Reviewer