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Workability and Mechanical Properties of Hybrid Fiber Reinforced Concrete Using Amorphous Steel Fiber and Polyamide Fiber

  • Kwon, Soon-Oh (Department of Civil Engineering, Andong National University) ;
  • Bae, Su-Ho (Department of Civil Engineering, Andong National University) ;
  • Lee, Hyun-Jin (Department of Civil Engineering, Andong National University) ;
  • Kim, Yo-Seb (Department of Civil Engineering, Andong National University) ;
  • Jun, Jin (Department of Civil Engineering, Andong National University) ;
  • Kim, Wha-Jung (Department of Architecture and Civil Engineering, Kyungpook National University)
  • 투고 : 2016.12.03
  • 심사 : 2016.12.21
  • 발행 : 2016.12.30

초록

Many studies have been performed on hybrid fiber reinforced concrete for years, which is to improve some of the weak material properties of concrete. Studies on characteristics of hybrid fiber reinforced concrete using amorphous steel fiber and polyamide fiber, however, yet remain to be done. The purpose of this experimental research is to evaluate the workability and mechanical properties of hybrid fiber reinforced concrete using amorphous steel fiber and polyamide fiber. For this purpose, the hybrid fiber reinforced concrete containing amorphous steel fiber(ASF) and polyamide fiber(PAF) were made according to their total volume fraction of 0.5 % for water-binder ratio of 33 %, and then the mechanical properties such as the compressive strength, direct tensile strength, flexural strength, and flexural toughness of those were estimated. It was observed from the test results that the compressive strength was slightly decreased with increasing ASF and decreasing PAF and the effect of fiber combination on the flexural strength was not much but the flexural toughness was relatively largely increased with decreasing ASF and increasing PAF.

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참고문헌

  1. ACI Committee 318. (2008). Building Code Requirement for Structural Concrete and Commentary(ACI 318-08), American Concrete Institute, 430.
  2. ACI Committee 544. (1999). Design Consideration for Steel Fiber Reinforced Concrete, American Concrete Institute.
  3. ASTM C 1609. (2013). Standard Test Method for Flexural Performance of Fiber-reinforced Concrete-using Beam with Third-point Loading, American Society for Testing Materials.
  4. Cho, C.G., Park, C.H., Kim, H.J. (2011). Evaluation of shear strength of amorphous steel fiber-reinforced cementitious mortar, Journal of Architecture Institute of Korea, 31(2), 329-330 [in Korean].
  5. Choi, K.K., Truong, G.T., Choi, S.J. (2015). "Restrained shrinkage cracking of amorphous metallic fibre-reinforced concrete," Proceedings of the ICE-Structures and Buildings, 168(12), 902-914.
  6. fib. (2010). fib Model Code 2010-First Complete Draft, International Federation for Structural Concrete, 1, 220-231.
  7. Hameed, R., Turatsinze, A., Duprat, F., Sellier, A. (2010). Study on the flexural properties of metallic-hybrid-fiber-reinforced concrete, Maejo International Journal of Science and Technology, 4(2), 169-184.
  8. Jeon, J.K., Kim, W.S., Yoon, J.H., Jeon, C.K. (2014). An experimental study on the flexural characteristics of polyamide fiber reinforced concrete, Journal of the Korea Concrete Institute, 26(1), 379-380 [in Korean].
  9. Karl, K.W., Lee, D.H., Hwang, H.H., Kim, K.S., Choi, I.S. (2011). Revision on material strength of steel fiber-reinforced concrete, International Journal of Concrete Structures and Materials, Korea Concrete Institute, 5(2), 87-96. https://doi.org/10.4334/IJCSM.2011.5.2.87
  10. Kim, H.S., Dinh, N.H., Choi, K.K. (2016). Mechanical properties and modeling of amorphous metallic fiber-reinforced concrete in compression, International Journal of Concrete Structures and Materials, 10(2), 221-236. https://doi.org/10.1007/s40069-016-0144-9
  11. Kim, W.S., Jung, D.H., Cho, I.M. (2012). Flexural strength characteristics of PVA fiber reinforced clayey soil-cement mixture, Journal of the Korean Society of Hazard Mitigation, 12(5), 101-111 [in Korean]. https://doi.org/10.9798/KOSHAM.2012.12.5.101
  12. Kim, Y.I., L, Y.K., Kim, M.S. (2008). Influence of steel fiber volume ratios on workability and strength characteristics of steel fiber reinforced high-strength concrete, Journal of the Korea Institute of Building Construction, 8(3), 75-83 [in Korean].
  13. KS F 2402. (2012). Method of Test for Slump of Concrete, Korean Industrial Standards [in Korean].
  14. KS F 2403. (2014). Standard Test Method for Making and Curing Concrete Specimens, Korean Industrial Standards [in Korean].
  15. KS F 2405. (2010). Standard Test Method for Compressive Strength of Concrete, Korean Industrial Standards [in Korean].
  16. KS F 2408. (2010). Standard Test Method for Flexural Strength of Concrete, Korean Industrial Standards [in Korean].
  17. KS F 2566. (2014). Standard Test Method for Flexural Performance of Fiber Reinforced Concrete, Korean Industrial Standards [in Korean].
  18. KS L 5201. (2010). Portland Cement, Korean Industrial Standards [in Korean].
  19. Lawer, J.S., Zampini, D., Shah, S.P. (2000). Permeability of cracked hybrid fiber-reinforced mortar under load, ACI Material Journal, 99(4), 379-385.
  20. Qian, C.X. Stroevenb, P. (2000). Development of hybrid polypropylene-steel fibre-reinforced concrete, Cement and Concrete Research, 30(1), 63-69. https://doi.org/10.1016/S0008-8846(99)00202-1
  21. Song, H.S. (2011). Optimum combination of carbon and glass fiber composite to obtain the hybrid effect, Journal of the Korea Concrete Institute, 23(4), 405-411 [in Korean]. https://doi.org/10.4334/JKCI.2011.23.4.405
  22. Yang, K.H. (2010). Slump and mechanical properties of hybrid steel-pva fiber reinforced concrete, Journal of the Korea Concrete Institute, 22(5), 651-658 [in Korean]. https://doi.org/10.4334/JKCI.2010.22.5.651
  23. Yao, U., Li, J., Wu, K. (2003). Mechanical properties of hybrid fiber-reinforced concrete at low fiber fraction, Cement and Concrete Research, 33(1), 27-30. https://doi.org/10.1016/S0008-8846(02)00913-4