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Crack Self-Healing Performance According to Absorption Test of Fiber Reinforced Concrete

콘크리트의 흡수율에 따른 균열 자기치유 성능

  • 우해식 (가천대학교 토목환경공학과) ;
  • 박병선 (한국건설생활환경시험연구원) ;
  • 유성원 (가천대학교 토목환경공학과) ;
  • 최영철 (가천대학교 토목환경공학과)
  • Received : 2019.01.23
  • Accepted : 2019.02.27
  • Published : 2019.03.01

Abstract

Cracks in concrete structures are inevitable phenomena caused by shrinkage, hydration heat, and external loads. These cracks facilitate the penetration of external harmful ions into the concrete, which greatly reduces its durability. Recently, self-healing concrete has been actively studied. Also, self-healing fiber-reinforced concrete have been studied to control the crack in concrete and to maximize the shelf-healing capability. In this study, mortar specimens containing PVA fiber, fly ash and crystalline admixture were fabricated. The compressive and flexural strength were evaluated. Also, the self-healing performance was evaluated by the absorption test. From the results, it was confirmed that the amount of water absorbed by healing of the crack decreased as time increased. It was also found that PVA fiber is beneficial for the production of calcium carbonate, an additional healing product.

콘크리트 구조물에서 균열은 수축, 수화열 및 외부하중 등에 의해 발생하는 불가피한 현상으로, 외부 유해인자를 콘크리트 내부로의 침투를 용이하게 하여 내구성을 크게 감소시킨다. 최근 스스로 균열을 치유하는 자기치유 콘크리트에 대한 연구가 활발히 수행되고 있다. 또한 콘크리트에 발생하는 균열을 제어하여, 그 성능을 극대화하기 위한 자기치유 섬유 보강 콘크리트의 연구가 수행되고 있다. 본 연구에서는 PVA 섬유를 혼입한 자기치유 모르타르를 제작하였다. PVA 섬유 혼입율에 따른 압축강도 및 휨 성능 평가를 수행하였다. 또한, 흡수율 실험을 통해 자기치유 성능평가를 수행하였으며, 시간에 따라 균열 폭의 감소로 흡수되는 수분의 양이 감소하는 것을 확인하였다. 자기치유 생성물 분석을 통해 PVA 섬유 혼입에 의해 탄산칼슘 침전이 더 유리한 것으로 확인되었다.

Keywords

References

  1. B. S. Park, Y. C. Choi , Quantitative evaluation of crack self-healing in cement-based materials by absorption test, Constr. Build. Mater. 184 (2018) 1-10. https://doi.org/10.1016/j.conbuildmat.2018.06.206
  2. M. Roig-Flores, F. Pirritano, P. Serna, L. Ferrara , Effect of crystalline admixtures on the self-healing capability of early-age concrete studied by means of permeability and crack closing tests, Constr. Build. Mater. 114 (2016) 447-457. https://doi.org/10.1016/j.conbuildmat.2016.03.196
  3. H. Mihashi, T. Nishiwaki, Development of Engineered Self-Healing and Self-Repairing Concrete-State-of-the-Art Report, Journal of Advanced Concrete Technology, 10, no. 5 (2012) 170-184. https://doi.org/10.3151/jact.10.170
  4. M. De Rooij, K. Van Tittelboom, N. De Belie, and E. e. Schlangen, Self-Healing Phenomena in Cement-BasedMaterials-State-of-the-Art Report of RILEM Thechnical Committee 221-SHC: Self-Healing Phenomena in Cement-Based Materials: Springer (2013).
  5. S. Igarashi, M. Kunieda, T. Nishiwaki, Research activity of JCI technical committee TC-075B: Autogenous healing in cementitious materials (2010). 89-96.
  6. Z.Lv, D. Chen, Overview of recent work on self-healing in cementitious materials, Mat, Con, 64 (2014) 316.
  7. Edvardsen, C .: Water permeability and autogenous healing of cracks in concrete. ACI Materials Journal, 96 (4) (1999) 448-454.
  8. Van der Zwaag, S., van Dijk, N.H., Jonkers, H.M., Mookhoek, S.D., Sloof, W.G .: Self-healing behaviour in engineering materials: bio-inspired but respecting their intrinsic character. Philosophical Transactions of the Royal Society A Mathematical Physical and Engineering Sciences 367 (2009) 1689-1704. https://doi.org/10.1098/rsta.2009.0020
  9. Xing, F., Ni, Z., Han, N., Biqin., Du, X., Huang. Z., Zhang, Z .: Self-healing mechanism of a novel cementitious composite using microcapsules. In: International Conference on Durability of Concrete Structures, Hangzhou, China (2008) 195-204.
  10. H. Choi, M. Inoue, S. Kwon, H. Choi, M. Lim, Effective Crack Control of Concrete by Self-Healing of Cementitious Composites Using Synthetic Fiber. Mat. 9 (2016) 248. https://doi.org/10.3390/ma9040248
  11. V.C. Li, On Engineered Cementitious Composites (ECC) - a review of the material and its applications, Advanced Concrete Technology 1 (3) (2003) 215-230. https://doi.org/10.3151/jact.1.215
  12. J. Zhang, C.K. Leung, Y. Gao, Simulation of crack propagation of fiber reinforced cementitious composite under direct tension, Eng. Fract. Mech. 78 (2011) 2439-2454. https://doi.org/10.1016/j.engfracmech.2011.06.003
  13. S. Fan, M. LI, X-ray Computed microtomography of three-dimensional microcracks and self-healing in engineered cementitious composites, Smart Mater. Struct, 24 (2014) 015021. https://doi.org/10.1088/0964-1726/24/1/015021
  14. D. Hou, H. Ma, Y. Zhu, Z. Li, Calcium silicate hydrate from dry to saturated state: structure, dynamics and mechanical properties, Acta Mater. 67 (2014) 81-94. https://doi.org/10.1016/j.actamat.2013.12.016
  15. K. Rokugo, T.Kanda, H. Yokota, N. Sakata, Applications and recommendations of high performance fiber reinforced cement composites with multiple fine cracking(HPFRCC) in Japan, Mater. Struct. 42 (2009) 1197. https://doi.org/10.1617/s11527-009-9541-8
  16. E. Herbert, V. Li, Self-Healing of Microcracks in Engineered Cementitious Composites (ECC) Under a Natural Environment, Materials, 6 (7) (2007) 2831-2845. https://doi.org/10.3390/ma6072831
  17. M. Sahmaran, V. Li, Durability properties of micro-cracked ECC containing high volumes fly ash, Cem. Mat. 39 (2009) 1033-1043.
  18. E. Ozbay, M. Sahmaran, H.E. Yucel, T. K, Erdem, M. Lachemi, Effect of Sustained Flexural Loading on Self-Healing of Engineered Cementitious Composites, J. Adv. Concr. Technol. 11 (2013) 167-179. https://doi.org/10.3151/jact.11.167
  19. B. S. Park, S. W. Oh, Y. C. Choi , The Self-healing Performance Evaluation Of Fiber Reinforced Cementitious Composites With Inorganic Binder, The 13th International Conference on Steel and Composite Structures (SS18). 184 University of Western Australia (2018).
  20. ASTM Standard C1585, Standard Test Method for Measurement of Rate of Absorption of Water by Hydraulic-Cement Concretes, ASTM International, (2006) West Conshohocken, PA, DOI:10.1520/C1585-04, www.astm.org.