Use of Basalt Fibers in Fiber-Reinforced Concrete

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: Use of Basalt Fibers in Fiber-Reinforced Concrete

Author(s): Daniel J. Pickel, Jeffrey S. West, and Abdulaziz Alaskar

Publication: Materials Journal

Volume: 115

Issue: 6

Appears on pages(s): 867-876

Keywords: basalt fiber; concrete toughness; fiber-reinforced concrete; modulus of rupture

DOI: 10.14359/51710958

Date: 11/1/2018

Abstract:
An investigation was carried out on basalt fiber-reinforced concrete (BFRC) produced using various dosages of basalt fibers. The concrete mixture was designed with a target strength of 35 MPa (5075 psi), which is a typical strength for floor slabs and similar applications in which fiber reinforcement is often used. The concrete was tested for slump and air content in the fresh condition and for compressive strength, splitting tensile strength, flexural strength, and toughness in the hardened condition. Using these tests, the behavior of the BFRC was investigated and compared to fiber-reinforced concretes produced using similar dosages of polypropylene polyethylene synthetic fibers and crimped steel fibers. The basalt fibers were found to generally increase tensile and flexural strength (modulus of rupture), but were found to have very little effect on compressive strength and post-cracking behavior, and inspection found that the fibers had ruptured upon macrocracking.

Related References:

1. ACI Committee 544, “Report on Fiber Reinforced Concrete (ACI 544.1R-96),” American Concrete Institute, Farmington Hills, MI, 1996, 66 pp.

2. Banthia, N., “Fiber Reinforced Concrete,” https://www.scribd.com/document/38871626/Banthia-Fibre-Reinforced-Concrete. (last accessed May 23, 2018)

3. Barluenga, G., and Hemandez-Olivares, F., “Cracking Control of Concretes Modified with Short AR-Glass Fibers at Early Age. Experimental Results on Standard Concrete and SCC,” Cement and Concrete Research, V. 37, No. 12, 2007, pp. 1624-1638. doi: 10.1016/j.cemconres.2007.08.019

4. Cunha, V.; Barros, J.; and Sena-Cruz, J., “Tensile Behaviour of Steel Fiber-Reinforced Self-Compacting Concrete,” Fiber-Reinforced Self-Consolidating Concrete: Research and Applications, SP-274, C.-M. Aldea and L. Ferrara, eds., American Concrete Institute, Farmington Hills, MI, 2010, pp. 51-68.

5. Grünewald, S., and Walraven, J., “Maximum Fiber Content and Passing Ability of Self-Consolidating Fiber-Reinforced Concrete,” Fiber-Reinforced Self-Consolidating Concrete: Research and Applications, SP-274, C.-M. Aldea and L. Ferrara, eds., American Concrete Institute, Farmington Hills, MI, 2010, pp. 15-30.

6. Srinivasa, P. et al., “Flexural Behaviour of Reinforced Concrete Beams Using Self-Compacting Concrete,” 34th Conference on Our World in Concrete and Structures, Singapore, 2009.

7. ACI Committee 544, “Guide for Specifying, Proportioning, and Production of Fiber-Reinforced Concrete (ACI 544.3R-08),” American Concrete Institute, Farmington Hills, MI, 2008, 14 pp.

8. Ma, J.; Qiu, C.; and Wang, Y., “Experimental Research on the Fundamental Mechanical Properties of Presoaked Basalt Fiber Concrete,” Fifth International Conference on FRP Composites in Civil Engineering, Beijing, China, 2010.

9. Zhang, J. Z.; Liu, H. T.; Zhu, Y. D.; Fu, Z. Q.; and Zhao, J., “Bending Resistance of Short-Chopped Basalt Fiber Hydraulic Concrete and RC Elements,” Advanced Materials Research, V. 261-263, 2011, pp. 407-410. doi: 10.4028/www.scientific.net/AMR.261-263.407

10. Ayub, T.; Shafiq, N.; and Nuruddin, M. F., “Effect of Chopped Basalt Fibers on the Mechanical Properties and Microstructure of High Performance Fiber Reinforced Concrete,” Advances in Materials Science and Engineering, V. 2014, 2014, pp. 1-14. doi: 10.1155/2014/587686

11. Ma, J.; Zhang, M.; and Zhao, G., “Experimental Research on Basalt Fiber Reinforced Cementitious Composites,” Journal of Mechanics and Materials, V. 253-255, 2012, pp. 533-536. doi: 10.4028/www.scientific.net/AMM.253-255.533

12. JSCE, “Method of Tests for Flexural Strength and Flexural Toughness of Steel Fiber Reinforced Concrete (JSCE-SF4),” Japanese Society of Civil Engineers, Tokyo, Japan, 1984.

13. Ramakrishnan, V.; Tolmare, N. S.; and Brik, V. B., “Performance Evaluation of 3-D Basalt Fiber Reinforced Concrete & Basalt Rod Reinforced Concrete,” NCHRP-45, National Cooperative Highway Research Program - IDEA Program, Washington, DC, 1998.

14. ASTM C1609/C1609M-12, “Standard Test Method for Flexural Performance of Fiber-Reinforced Concrete (Using Beam With Third-Point Loading),” ASTM International, West Conshohocken, PA, 2012, 9 pp.

15. ASTM C1399/C1399M-10, “Standard Test Method for Obtaining Average Residual-Strength of Fiber-Reinforced Concrete,” ASTM International, West Conshohocken, PA, 2010, 6 pp.

16. Kosmatka, S., Design and Control of Concrete Mixtures, eighth Canadian Edition, Cement Association of Canada, Ottawa, ON, Canada, 2011, 411 pp.

17. Behnood, A.; Verian, K. P.; and Modiri Gharehveran, M., “Evaluation of the Splitting Tensile Strength in Plain and Steel Fiber-Reinforced Concrete Based on the Compressive Strength,” Construction and Building Materials, V. 98, 2015, pp. 519-529. doi: 10.1016/j.conbuildmat.2015.08.124

18. Branston, J.; Das, S.; Kenno, S. Y.; and Taylor, C., “Mechanical Behaviour of Basalt Fibre Reinforced Concrete,” Construction and Building Materials, V. 124, Oct. 2016, pp. 878-886. doi: 10.1016/j.conbuildmat.2016.08.009

19. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 2014, 520 pp.

20. Ahmed, M.; El-Hadi, K. M.; Hasan, M. A.; Mallick, J.; and Ahmed, A., “Evaluating the Co-Relationship between Concrete Flexural Tensile Strength and Compressive Strength,” International Journal of Structural Engineering, V. 5, No. 2, 2014, pp. 115-132. doi: 10.1504/IJSTRUCTE.2014.060902

21. Mhaiskar, S. Y., and Naik, D. D., “Studies on Correlation between Flexural Tensile Strength and Compressive Strength of Concrete,” Indian Concrete Journal, V. 86, No. 6, Sept. 2012, pp. 1-6.

22. Islam, S. T., “Study of Some Parameters Affecting the Measured Flexural Toughness of Fiber Reinforced Concrete,” thesis, University of British Columbia, Vancouver, BC, Canada, 2012.


ALSO AVAILABLE IN:

Electronic Materials Journal



  

Edit Module Settings to define Page Content Reviewer