DOI QR코드

DOI QR Code

Compressive Strength and Tensile Behavior of Ultra-High Performance Concrete and High-Ductile Cementless Composite

초고성능 콘크리트와 고연성 무시멘트 복합재료의 압축 및 인장성능

  • Received : 2017.01.31
  • Accepted : 2017.03.20
  • Published : 2017.05.01

Abstract

Ultra-high performance concrete and high ductile cementless composite are considered as promising construction materials because those exhibits higher performance in terms of high strength and high ductility. The purpose of this study is to investigate experimentally the compressive strength and tensile behavior of ultra-high performance concrete and high ductile cementless composite. A series of experiments including density, compressive strength, and uniaxial tension tests were performed. Test results showed that the compressive strength and tensile strength of alkali-activated slag based high ductile cementless composite were lower than those of ultra-high performance concrete. However, the tensile strain capacity and toughness of alkali-activated slag based high ductile cementless composite were higher than those of ultra-high performance concrete. And it was exhibited that a high ductility up to 7.89% can be attainable by incorporating polyethylene fiber into the alkali-activated slag based cementless paste.

초고성능 콘크리트와 고연성 무시멘트 복합재료는 높은 압축강도 및 높은 연성 등 재료의 우수한 성능으로 인하여 유망한 건설재료로 분류되고 있다. 이 연구의 목적은 초고성능 콘크리트와 고연성 무시멘트 복합재료의 압축강도와 인장거동에 대하여 실험적으로 조사하여 성능을 비교하는 것이다. 이를 위하여 밀도, 압축강도, 일축인장실험 등 일련의 실험을 수행하였다. 실험결과 알칼리 활성 슬래그 기반 고연성 무시멘트 복합재료의 압축강도와 인장강도는 초고성능 콘크리트의 압축강도와 인장강도에 비하여 낮게 나타났지만, 인장하중 하에서 알칼리 활성 슬래그 기반 고연성 무시멘트 복합재료의 인장변형성능 및 인성은 초고성능 콘크리트의 인장변형성능 및 인성에 비하여 높은 것으로 나타났다. 또한 알칼리 활성 슬래그 기반 무시멘트 페이스트에 폴리에틸렌섬유를 보강하여 7.89 %에 달하는 높은 인장변형성능을 확보할 수 있는 것으로 나타났다.

Keywords

References

  1. Choi, J.-I., Lee, B. Y., Ranade, R., Li, V. C., Lee, Y. (2016), Ultra-high-ductile behavior of a polyethylene fiber-reinforced alkali-activated slag-based composite, Cement and Concrete Composites, 70, 153-158. https://doi.org/10.1016/j.cemconcomp.2016.04.002
  2. Association Francaise de Genie Civil (2002), Ultra High Performance Fibre-Reinforced Concretes-Interim Recommendations, Paris, France.
  3. Japan Society of Civil Engineers (2008), Recommendations for Design and Construction of High Performance Fiber Reinforced Cement Composites with Multiple Fine Cracks (HPFRCC), Concrete Engineering Series.
  4. Kanda, T., Li, V. C. (2006), Practical design criteria for saturated pseudo strain hardening behavior in ecc, Journal of Advanced Concrete Technology, 4, 59-72. https://doi.org/10.3151/jact.4.59
  5. Koh, K. T., Park, J. J. Ryu, G. S., and Kim, S. W. (2013), Stateof- the-Art on Development of Ultra-High Performance Concrete, The Magazine of the Korean Society of Civil Engineers, 61(2), 51-60.
  6. Korea Institute of Construction Technology (2014), Provisional Specifications for the Fabrication and Quality Control Guidelines of SUPER Concrete.
  7. Lee, B. Y., Cho, C.-G., Lim, H.-J., Song, J.-K., Yang, K.-H., and 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
  8. Li, V. C., Wang, S. and Wu, C. (2001), Tensile Strain-Hardening Behavior of PVA-ECC, ACI Materials Journal, 98(6), 483-492.
  9. Maalej, M., Li, V. C. (1994), Flexural/tensile-strength ratio in engineered cementitious composites, Journal of Materials in Civil Engineering, ASCE, 6(4), 513-528. https://doi.org/10.1061/(ASCE)0899-1561(1994)6:4(513)
  10. Nematollahi, B., Sanjayan, J., Shakh, F. U. A. (2015) Tensile strain hardening behavior of PVA fiber-reinforced engineered geopolymer composite, ASCE Journal of Materials in Civil Engineering, 27(10), 04015001. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001242
  11. Ohno, M., Li, V. C. (2014) A feasibility study of strain hardening fiber reinforced fly ash-based geopolymer composites. Construction and Building Materials, 57, 163-168. https://doi.org/10.1016/j.conbuildmat.2014.02.005
  12. Russel, H. G. and Graybeal, B. A. (2013), Ultra-High Performance Concrete: A State-of-the-Art Report for the Bridge Community, Federal Highway Administration, McLean.