International Journal of Concrete Structures and Materials

한국콘크리트학회 (Korea Concrete Institute)
권호 표지
DOI QR코드

DOI QR Code

Control of Tensile Behavior of Ultra-High Performance Concrete Through Artificial Flaws and Fiber Hybridization

  • Kang, Su-Tae (Department of Civil Engineering, Daegu University) ;
  • Lee, Kang-Seok (School of Architecture, Chonnam National University) ;
  • Choi, Jeong-Il (School of Architecture, Chonnam National University) ;
  • Lee, Yun (Department of Civil Engineering, Daejeon University) ;
  • Felekoglu, Burak (Department of Civil Engineering, Dokuz Eylul University) ;
  • Lee, Bang Yeon (School of Architecture, Chonnam National University)
  • 투고 : 2016.03.21
  • 심사 : 2016.05.25
  • 발행 : 2016.09.30
PDF 다운로드
⟨ 이전 논문 다음 논문 ⟩

초록

Ultra-high performance concrete (UHPC) is one of the most promising construction materials because it exhibits high performance, such as through high strength, high durability, and proper rheological properties. However, it has low tensile ductility compared with other normal strength grade high ductile fiber-reinforced cementitious composites. This paper presents an experimental study on the tensile behavior, including tensile ductility and crack patterns, of UHPC reinforced by hybrid steel and polyethylene fibers and incorporating plastic beads which have a very weak bond with a cementitious matrix. These beads behave as an artificial flaw under tensile loading. A series of experiments including density, compressive strength, and uniaxial tension tests were performed. Test results showed that the tensile behavior including tensile strain capacity and cracking pattern of UHPC investigated in this study can be controlled by fiber hybridization and artificial flaws.

키워드

참고문헌

  1. AFGC. (2002). Ultra-high performance fibre-reinforced concrete-interim recommendations. Paris, France: Association Francaise de Genie Civil.
  2. ASTM. (2007). Standard test method for compressive strength of hydraulic cement mortars (Using 2-in. or [50-mm] cube specimens): ASTM International West Conshohocken, PA.
  3. Chen, B., & Liu, J. (2004). Effect of aggregate on the fracture behavior of high strength concrete. Construction and Building Materials, 18(8), 585-590. https://doi.org/10.1016/j.conbuildmat.2004.04.013
  4. Choi, J.-I., Lee, B. Y., Ranade, R., Li, V. C., & Lee, Y. (2016a). Ultra-high-ductile behavior of polyetylene fiber-reinforced alkali-activated slag-based composite. Cement and Concrete Composite, 70, 153-158. https://doi.org/10.1016/j.cemconcomp.2016.04.002
  5. Choi, J.-I., Song, K.-I., Song, J.-K., & Lee, B. Y. (2016b). Composite properties of high-strength polyethylene fiberreinforced cement and cementless composites. Composite Structures, 138, 116-121. https://doi.org/10.1016/j.compstruct.2015.11.046
  6. Graybeal, B. (2011). Ultra-high performance concrete. Technote: FHWA-HRT-11-038, Federal Highway Administration, McLean, VA, 2013.
  7. JSCE. (2008). Recommendations for design and construction of high performance fiber reinforced cement composites with multiple fine cracks (HPFRCC). Japan: Japan Society of Civil Engineers.
  8. Kanda, T., & Li, V. C. (2006). Practical design criteria for saturated pseudo strain hardening behavior in ECC. Journal of Advanced Concrete Technology, 4(1), 59-72. https://doi.org/10.3151/jact.4.59
  9. Kang, S. T., Choi, J. I., Koh, K. T., Lee, K. S., & Lee, B. Y. (2016). Hybrid effects of steel fiber and microfiber on the tensile behavior of ultra-high performance concrete. Composite Structures, 145, 37-42. https://doi.org/10.1016/j.compstruct.2016.02.075
  10. Lee, B. Y., Cho, C.-G., Lim, H.-J., Song, J.-K., Yang, K.-H., & Li, V. C. (2012). Strain hardening fiber reinforced alkali-activated mortar: A feasibility study. Construction and Building Materials, 37, 15-20. https://doi.org/10.1016/j.conbuildmat.2012.06.007
  11. Lepech, M. D., & Li, V. C. (2009). Water permeability of engineered cementitious composites. Cement and Concrete Research, 31, 744-753 https://doi.org/10.1016/j.cemconcomp.2009.07.002
  12. Li, V. C. (2003). On engineered cementitious composites (ECC). Journal of Advanced Concrete Technology, 1(3), 215-230. https://doi.org/10.3151/jact.1.215
  13. Li, V. C. (2012). Tailoring ECC for special attributes: A review. International Journal of Concrete Structures and Materials, 6(3), 135-144. https://doi.org/10.1007/s40069-012-0018-8
  14. Malumbela, G., Alexander, M., & Moyo, P. (2010). Interaction between corrosion crack width and steel loss in RC beams corroded under load. Cement and Concrete Research, 40, 1419-1428. https://doi.org/10.1016/j.cemconres.2010.03.010
  15. Ranade, R., Li, V. C., Stults, M. D., Heard, W. F., & Rushing, T. S. (2013). Composite properties of high-strength, high-ductility concrete. ACI Materials Journal, 110(4), 413-422.
  16. Reinhardt, H.-W., & Jooss, M. (2003). Permeability and selfhealing of cracked concrete as a function of temperature and crack width. Cement and Concrete Research, 33(7), 981-985. https://doi.org/10.1016/S0008-8846(02)01099-2
  17. Richard, P., & Cheyrezy, M. (1995). Composition of reactive powder concretes. Cement and Concrete Research, 25(7), 1501-1511. https://doi.org/10.1016/0008-8846(95)00144-2
  18. Rokugo, K., Kanda, T., Yokota, H., & Sakata, N. (2007). Outline of JSCE recommendation for design and construction of multiple fine cracking type fiber reinforced cementitious composite (HPFRCC). Paper presented at the proceedings, fifth international RILEM workshop on high performance fiber reinforced cement composites (HPFRCC 5).
  19. Roussel, N. (2011). Understanding the rheology of concrete. Amsterdam, Netherlands: Elsevier.
  20. Schmidt, M., & Fehling, E. (2005). Ultra-high-performance concrete: Research, development and application in Europe. ACI Special Publication, 228, 51-78.
  21. Stang, H., & Li, V. C. (2004). Classification of fiber reinforced cementitious materials for structural applications. In Proceedings of the 6th International RILEM Symposium on Fibre-Reinforced Concretes (BEFIB'2004) (pp. 197-218).
  22. Wang, S., & Li, V. C. (2004). Tailoring of pre-existing flaws in ECC matrix for saturated strain hardening. Paper presented at the proceedings of FRAMCOS.

피인용 문헌

  1. Tensile Behavior and Cracking Pattern of an Ultra-High Performance Mortar Reinforced by Polyethylene Fiber vol.2017, pp.None, 2017, https://doi.org/10.1155/2017/5383982
  2. Pull-Out Behaviour of Hooked End Steel Fibres Embedded in Ultra-high Performance Mortar with Various W/B Ratios vol.11, pp.2, 2016, https://doi.org/10.1007/s40069-017-0193-8
  3. Effect of Fiber Hybridization on Durability Related Properties of Ultra-High Performance Concrete vol.11, pp.2, 2017, https://doi.org/10.1007/s40069-017-0195-6
  4. Tensile strain-hardening behaviors and crack patterns of slag-based fiber-reinforced composites vol.21, pp.3, 2018, https://doi.org/10.12989/cac.2018.21.3.231
  5. Durability of Latex Modified Concrete Mixed with a Shrinkage Reducing Agent for Bridge Deck Pavement vol.12, pp.1, 2016, https://doi.org/10.1186/s40069-018-0261-8
  6. Effects of Water Reducing Admixture on Rheological Properties, Fiber Distribution, and Mechanical Behavior of UHPFRC vol.9, pp.1, 2016, https://doi.org/10.3390/app9010029
  7. Analysis of Failure Mechanics in Hybrid Fibre-Reinforced High-Performance Concrete Deep Beams with and without Openings vol.12, pp.1, 2016, https://doi.org/10.3390/ma12010101
  8. Effects of Aging on the Tensile Properties of Polyethylene Fiber-Reinforced Alkali-Activated Slag-Based Composite vol.2019, pp.None, 2019, https://doi.org/10.1155/2019/7573635
  9. Flexural Performance of Steel Reinforced ECC-Concrete Composite Beams Subjected to Freeze-Thaw Cycles vol.14, pp.1, 2016, https://doi.org/10.1186/s40069-019-0385-5
  10. Tensile Behavior of Hybrid Fiber-Reinforced Ultra-High-Performance Concrete vol.8, pp.None, 2016, https://doi.org/10.3389/fmats.2021.769579