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Durability of hybrid fiber reinforced concrete at various environmental media

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Fiber’s addition to concrete mixture attracts researchers to determine the effect of fiber type on durability properties of hybrid performance concrete. In the present work, steel and polypropylene fibers are used in hybrid form in the experimental program. The objective of this paper is to investigate the mechanical properties of hybrid fiber reinforced concrete subjected to four various media: air, water, sodium chloride, and magnesium sulphate with a 7% concentration. The results showed that using hybrid fibers which consist of 1% steel fiber and 0.3% polypropylene fiber improved the compressive strength, splitting tensile strength, and flexural strength for different media for up to 360 days.
Rocznik
Strony
88--100
Opis fizyczny
Bibliogr. 27 poz., tab., wykr., zdj.
Twórcy
  • Misr Higher Institute of Engineering and Technology, Egypt
  • Zagazig Higher Institute of Engineering and Technology, Egypt
  • Zagazig University, Faculty of Engineering, Egypt
Bibliografia
  • ASTM International [ASTM] (1996). Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens (ASTM C496-96). West Conshohocken, PA: ASTM International.
  • ASTM International [ASTM] (2016). Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens) (ASTM C109/C109M-16). West Conshohocken, PA: ASTM International.
  • ASTM International [ASTM] (2022). Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading) (ASTM C78/C78M-22). West Conshohocken, PA: ASTM International.
  • Atiş, C. D. & Karahan, O. (2009). Properties of steel fiber reinforced fly ash concrete. Construction and Building Materials, 23 (1), 392–399.‏
  • Banthia, N., Majdzadeh, F., Wu, J. & Bindiganavile, V. (2014). Fiber synergy in Hybrid Fiber Reinforced Concrete (HyFRC) in flexure and direct shear. Cement and Concrete Composites, 48, 91–97. ‏
  • Bencardino, F., Rizzuti, L., Spadea, G. & Swamy, R. N. (2008). Stress-strain behavior of steel fiber-reinforced concrete in compression. Journal of Materials in Civil Engineering, 20 (3), 255–263.
  • Blunt, J. D. & Ostertag, C. P. (2009). Deflection hardening and workability of hybrid fiber composites. ACI Materials Journal, 106 (3), 265–272. ‏
  • Cattaneo, S. & Biolzi, L. (2010). Assessment of thermal damage in hybrid fiber-reinforced concrete. Journal of Materials in Civil Engineering, 22 (9), 836–845. ‏
  • Cwirzen, A., Sztermen, P. & Habermehl-Cwirzen, K. (2014). Effect of Baltic seawater and binder type on frost durability of concrete. Journal of Materials in Civil Engineering, 26 (2), 283–287.
  • Dawood, E. T. & Ramli, M. (2011). High strength characteristics of cement mortar reinforced with hybrid fibers. Construction and Building Materials, 25 (5), 2240–2247. ‏
  • Demirel, B., Gultekin, E. & Alyamaç, K. E. (2019). Performance of structural lightweight concrete containing metakaolin after elevated temperature. KSCE Journal of Civil Engineering, 23 (7), 2997–3004.
  • Egyptian Organization for Standardization and Quality Control [EOS] (2013). Cement. Part 1: Composition, specifications and conformity criteria for common cements (ESS 4756-1). Cairo: Egyptian Organization for Standardization and Quality Control.
  • Housing and Building National Research Center [HBNC] (2020). Egyptian code for design and construction of reinforced concrete structures (ECP 203). Cairo: Housing and Building National Research Center.
  • Khitab, A., Arshad, M. T., Hussain, N., Tariq, K., Ali, S. A., Kazmi, S. M. S. & Munir, M. J. (2013). Concrete reinforced with 0.1 vol% of different synthetic fibers. Life Science Journal, 10 (12), 934–939.
  • Kim, Y. J., Hossain, M. & Zhang, J. (2013). A probabilistic investigation into deterioration of CFRP – concrete interface in aggressive environments. Construction and Building Materials, 41, 49–59.
  • Mohammadi, Y., Singh, S. P. & Kaushik, S. K. (2008). Properties of steel fibrous concrete containing mixed fibres in fresh and hardened state. Construction and Building Materials, 22 (5), 956–965.
  • Muigai, R., Moyo, P. & Alexander, M. (2012). Durability design of reinforced concrete structures: a comparison of the use of durability indexes in the deemed-to-satisfy approach and the full-probabilistic approach. Materials and Structures, 45 (8), 1233–1244.
  • Najaf, E., Orouji, M. & Zahrai, S. M. (2022). Improving nonlinear behavior and tensile and compressive strengths of sustainable lightweight concrete using waste glass powder, nanosilica, and recycled polypropylene fiber. Nonlinear Engineering, 11 (1), 58–70.
  • Noushini, A., Samali, B. & Vessalas, K. (2013). Effect of polyvinyl alcohol (PVA) fiber on dynamic and material properties of fiber reinforced concrete. Construction and Building Materials, 49, 374–383. ‏
  • Orouji, M., Zahrai, S. M. & Najaf, E. (2021). Effect of glass powder & polypropylene fibers on compressive and flexural strengths, toughness and ductility of concrete: an environmental approach. Structures, 33, 4616–4628. ‏
  • Qian, C. X. & Stroeven, P. (2000a). Development of hybrid polypropylene-steel fiber-reinforced concrete. Cement and Concrete Research, 30 (1), 63–69. ‏
  • Qian, C. & Stroeven, P. (2000b). Fracture properties of concrete reinforced with steel–polypropylene hybrid fibers. Cement and Concrete Composites, 22 (5), 343–351. ‏
  • Sivakumar, A. & Santhanam, M. (2007). Mechanical properties of high strength concrete reinforced with metallic and non-metallic fibers. Cement and Concrete Composites, 29 (8), 603–608. ‏
  • Val, D. V. & Stewart, M. G. (2003). Life-cycle cost analysis of reinforced concrete structures in marine environments. Structural Safety, 25 (4), 343–362.
  • Yang, K. H. (2011). Tests on concrete reinforced with hybrid or monolithic steel and polyvinyl alcohol fibers. ACI Materials Journal, 108 (6), 664–672. ‏
  • Yao, W., Li, J. & Wu, K. (2003). Mechanical properties of hybrid fiber-reinforced concrete at low fiber volume fraction. Cement and Concrete Research, 33 (1), 27–30. ‏
  • Yu, R., Spiesz, P. & Brouwers, H. J. H. (2014). Static properties and impact resistance of a green Ultra-High Performance Hybrid Fiber Reinforced Concrete (UHPHFRC): Experiments and modeling. Construction and Building Materials, 68, 158–171. ‏
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-b2a0809f-3faa-40c9-9839-06a00634b5b1
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