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Benefits of using amorphous metallic fibers in concrete pavement for long-term performance

Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This study aims to examine the implications of amorphous metallic fibers on the mechanical and long-term properties of concrete pavement. Two different amounts of amorphous metallic fibers were incorporated into concrete, and plain concrete without fibers was also adopted as comparison. Test results indicated that the overall mechanical properties of concrete were improved by including the fibers, and the improvement increased when a higher amount of fibers was used. In particular, the equivalent flexural strength and flexural strength ratio were substantially improved by incorporating the amorphous metallic fibers. This may enable the thickness of airfield concrete pavement to decrease. The resistance to surface cracking of concrete pavement by repeated wheel loading was also improved with the addition of amorphous metallic fibers. In addition, by adding 5 kg/m3 and 10 kg/m3 amorphous metallic fibers in concrete pavement, roughly 1.2 times and 3.2 times longer service life was expected, respectively, as compared to their counterpart (plain concrete). Based on a life cycle cost analysis, the use of amorphous metallic fibers in concrete pavement was effective at decreasing the life cycle cost compared to plain concrete pavement, especially for severe traffic conditions.
Rocznik
Strony
750--760
Opis fizyczny
Bibliogr. 30 poz., rys., tab., wykr.
Twórcy
autor
  • Steel Structure Research Group, POSCO, 100, Songdogwahak-ro, Yeonsu-gu, Incheon 21985, Republic of Korea
autor
  • New Transportation Systems Research Center, Korea Railroad Research Institute, 176 Cheoldobangmulgwan-ro, Uiwang-si, Gyeonggi-do 16105, Republic of Korea
autor
  • Department of Architectural Engineering, Hanyang University, 222 Wangsimni-ro, Seongdong-gu, Seoul 04763, Republic of Korea
Bibliografia
  • [1] Y.K. Nam, Highway Pavement Engineering, Goomibook, 2004, pp. 297–301.
  • [2] S.C. Yang, G.H. Park, S.M. Kwon, Domestic road concrete pavement construction status, Magazine of Korean Society of Road Engineers 2 (3) (2000) 11–23.
  • [3] ACI 544.1R-96, Report on Fiber Reinforced Concrete, American Concrete Institute, 2001, pp. 1–66.
  • [4] S.K. Nayar, R. Gettu, On the Design of Steel Fibre Reinforced Concrete Pavements and Slabs-on-Grade, RILEM Publications SARL, 2012, pp. 1070–1081.
  • [5] A. Nobili, L. Lanzoni, A.M. Tarantino, Experimental investigation and monitoring of a polypropylene-based fiber reinforced concrete road pavement, Construction and Building Materials 47 (2013) 888–895.
  • [6] S.A. Altoubat, J.R. Roesler, D.A. Lange, K.A. Rieder, Simplified method for concrete pavement design with discrete structural fibers, Construction and Building Materials 22 (3) (2008) 384–393.
  • [7] N. Salemi, K. Behfarnia, Effect of nano-particles on durability of fiber-reinforced concrete pavement, Construction and Building Materials 48 (2013) 934–941.
  • [8] F. Hernández-Olivares, G. Barluenga, B. Parga-Landa, M. Bollati, B. Witoszek, Fatigue behaviour of recycled tyre rubber-filled concrete and its implications in the design of rigid pavements, Construction and Building Materials 21 (10) (2007) 1918–1927.
  • [9] H. Li, M.H. Zhang, J.P. Ou, Abrasion resistance of concrete containing nano-particles for pavement, Wear 260 (11) (2006) 1262–1266.
  • [10] B. Belletti, R. Cerioni, A. Meda, G. Plizzari, Design aspects on steel fiber-reinforced concrete pavements, Journal of Materials in Civil Engineering 20 (9) (2008) 599–607.
  • [11] G. Centonze, M. Leone, M.A. Aiello, Steel fibers from waste tires as reinforcement in concrete: a mechanical characterization, Construction and Building Materials 36 (2012) 46–57.
  • [12] J.P. Won, B.T. Hong, T.J. Choi, S.J. Lee, J.W. Kang, Flexural behaviour of amorphous micro-steel fibre-reinforced cement composites, Composite Structures 94 (4) (2012) 1443–1449.
  • [13] S.J. Choi, B.T. Hong, S.J. Lee, J.P. Won, Shrinkage and corrosion resistance of amorphous metallic-fiber-reinforced cement composites, Composite Structures 107 (2014) 537–543.
  • [14] N.H. Dinh, K.K. Choi, H.S. Kim, Mechanical properties and modeling of amorphous metallic fiber-reinforced concrete in compression, International Journal of Concrete Structures and Materials 10 (2) (2016) 221–236.
  • [15] R. Hameed, A. Turatsinze, F. Duprat, A. Sellier, Metallic fiber reinforced concrete: effect of fiber aspect ratio on the flexural properties, ARPN Journal of Engineering Applied Science 4 (5) (2009) 67–72.
  • [16] N. Suksawang, A. Mirmiran, D. Yohannes, Use of Fiber Reinforced Concrete for Concrete Pavement Slab Replacement. Final Report for FDOT, BDK80 TWO 977-27, 2014, 1–80.
  • [17] F.E. Luborsky, Amorphous Metallic Alloys, Butterworths, 1983, pp. 1–534.
  • [18] A. Inoue, Stabilization of metallic supercooled liquid and bulk amorphous alloys, Acta Materials 48 (2000) 279–306.
  • [19] Y.S. Seo, Materials for Machine, Gijeon, 2006, pp. 359–361.
  • [20] KS D9502, Neutral, Acetic Acid and Copper-Accelerated Acetic Acid Salt Spray, Korean Agency for Technology and Standard, Seoul, Korea, 2009, pp. 1–32.
  • [21] D.Y. Yoo, N. Banthia, J.M. Yang, Y.S. Yoon, Size effect in normal-and high-strength amorphous metallic and steel fiber reinforced concrete beams, Construction and Building Materials 121 (2016) 676–685.
  • [22] ASTM C1609, Standard Test Method for Flexural Performance of Fiber-Reinforced Concrete (Using Beam with Third-Point Loading), ASTM International, West Conshohocken, PA, 2012, pp. 1–9.
  • [23] H. Park, J. Lee, B. Kwak, I. Choi, T. Kim, A study to evaluate performance of poly-urethane polymer concrete for long-span orthotropic steel bridge, International Journal of Highway Engineering 15 (1) (2013) 1–9.
  • [24] D.Y. Yoo, N. Banthia, J.M. Yang, Y.S. Yoon, Mechanical properties of corrosion-free and sustainable amorphous metallic fiber reinforced concrete, ACI Materials Journal 113 (5) (2016) 633–643.
  • [25] R.G. Packard, G.K. Ray, Performance of Fiber-Reinforced Concrete Pavement, vol. 81, ACI Special Publication, 1984, pp. 325–350.
  • [26] A.G. Scheving, Life Cycle Cost Analysis of Asphalt and Concrete Pavements, (MS thesis), Reykjavík University, Reykjavik, Iceland, 2011.
  • [27] R.A. Embacher, M.B. Snyder, Life-cycle cost comparison of asphalt and concrete pavements on low-volume roads; case study comparisons, Transportation Research Record: Journal of the Transportation Research Board 1749 (2001) 28–37.
  • [28] C. Kim, E.B. Lee, Implementing an application tool of life cycle cost analysis (LCCA) for highway maintenance and rehabilitation in California, USA, in: Proceedings of the 6th International Conference on Construction Engineering and Project Management (ICCEPM 2015), Busan, Korea, (2015) 376–380.
  • [29] FHWA, Life-Cycle Cost Analysis Realcost User Manual, Federal Highway Administration, Washington, DC, 2004, pp. 5–6.
  • [30] V. Valgeirsson, S. Hjartarson, T. GuÐfinnsson, Á. Jóhannesson, ViÐhaldsaÐferÐir, BUSL Report No S–11. Reykjavík, Iceland, 2003 (in Icelandic).
Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-9e657f45-b1c2-4402-a835-1008296ca7f3
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