Surface Hydrophilic Modification of Polypropylene Fibers and Their Application in Fiber-Reinforced Cement-Based Materials

References

• Zollo, R. F. Fiber-Reinforced Concrete: An Overview after 30 Years of Development. Cem. Concr. Compos. 1997, 19, 107–122. DOI: 10.1016/S0958-9465(96)00046-7.
   Web of Science ®Google Scholar
• Brandt, A. M. Fibre Reinforced Cement-Based (FRC) Composites after over 40 Years of Development in Building and Civil Engineering. Compos. Struct. 2008, 86, 3–9. DOI: 10.1016/j.compstruct.2008.03.006.
   Web of Science ®Google Scholar
• Samal, D. K.; Ray, S.; Hemalatha, T. Effects of Water to Cement Ratio on Concrete Fracture Parameters. In Structural Integrity Assessment; Prakash, R. V., Kumar, R. S., Nagesha, A., Sasikala, G., Bhaduri, A. K., Eds.; Springer: Singapore, 2020; pp 347–359.
   Google Scholar
• Grzymski, F.; Musiał, M.; Trapko, T. Mechanical Properties of Fibre Reinforced Concrete with Recycled Fibres. Constr. Build. Mater. 2019, 198, 323–331. DOI: 10.1016/j.conbuildmat.2018.11.183.
   Web of Science ®Google Scholar
• Beygi, M. H. A.; Kazemi, M. T.; Nikbin, I. M.; Amiri, J. V. The Effect of Water to Cement Ratio on Fracture Parameters and Brittleness of Self-Compacting Concrete. Mater. Des. 2013, 50, 267–276. DOI: 10.1016/j.matdes.2013.02.018.
   Web of Science ®Google Scholar
• Beygi, M. H. A.; Kazemi, M. T.; Nikbin, I. M.; Amiri, J. V.; Rabbanifar, S.; Rahmani, E. The Influence of Coarse Aggregate Size and Volume on the Fracture Behavior and Brittleness of Self-Compacting Concrete. Cem. Concr. Res 2014, 66, 75–90. DOI: 10.1016/j.cemconres.2014.06.008.
   Web of Science ®Google Scholar
• Diab, S.; Soliman, A.; Nokken, M. Performance-Based Design for Fiber-Reinforced Concrete: Potential Balancing Corrosion Risk and Strength. J. Mater. Civ. Eng. 2020, 32, 04019362. DOI: 10.1061/(ASCE)MT.1943-5533.0003037.
   Web of Science ®Google Scholar
• Aslani, F.; Sun, J.; Huang, G. Mechanical Behavior of Fiber-Reinforced Self-Compacting Rubberized Concrete Exposed to Elevated Temperatures. J. Mater. Civ. Eng. 2019, 31, 04019302. DOI: 10.1061/(ASCE)MT.1943-5533.0002942.
   Web of Science ®Google Scholar
• Hamzaoui, R.; Guessasma, S.; Abahri, K.; Bouchenafa, O. Formulation of Modified Cement Mortars Using Optimal Combination of Fly Ashes, Shiv, and Hemp Fibers. J. Mater. Civ. Eng. 2020, 32, 04019354. DOI: 10.1061/(ASCE)MT.1943-5533.0002918.
   Web of Science ®Google Scholar
• Song, P.; Hwang, S.; Sheu, B. Strength Properties of Nylon and Polypropylene-Fiber-Reinforced Concretes. Cem. Concr. Res 2005, 35, 1546–1550. DOI: 10.1016/j.cemconres.2004.06.033.
   Web of Science ®Google Scholar
• Sukontasukkul, P. Tensile Behaviour of Hybrid Fibre-Reinforced Concrete. Adv. Cem. Res 2004, 16, 115–122. DOI: 10.1680/adcr.16.31.115.41516.
   Web of Science ®Google Scholar
• Yao, W.; Zhong, W. Effect of Polypropylene Fibers on the Long-Term Tensile Strength of Concrete. J. Wuhan Univ. Technol. 2007, 22, 52–55. DOI: 10.1007/s11595-005-1052-z.
   Web of Science ®Google Scholar
• Wu, S. Polymer Interface and Adhesion; Taylor and Francis: New York, 1982.
   Google Scholar
• Singh, S.; Shukla, A.; Brown, R. Pullout Behavior of Polypropylene Fibers from Cementitious Matrix. Cem. Concr. Res 2004, 34, 1919–1925. DOI: 10.1016/j.cemconres.2004.02.014.
   Web of Science ®Google Scholar
• Naaman, A. E.; Shah, S. P.; Throne, J. L. Some Developments in Polypropylene Fibers for Concrete. ACI. Spec. Pub. 1984, 81, 375–396.
   Google Scholar
• Wu, H.-C.; Li, V. C. Fiber/Cement Interface Tailoring with Plasma Treatment. Cem. Concr. Compos. 1999, 21, 205–212. DOI: 10.1016/S0958-9465(98)00053-5.
   Web of Science ®Google Scholar
• Felekoglu, B.; Tosun, K.; Baradan, B. A Comparative Study on the Flexural Performance of Plasma Treated Polypropylene Fiber Reinforced Cementitious Composites. J. Mater. Process. Technol. 2009, 209, 5133–5144. DOI: 10.1016/j.jmatprotec.2009.02.015.
   Web of Science ®Google Scholar
• Medina, N. F.; Barluenga, G.; Hernandez-Olivares, F. Combined Effect of Polypropylene Fibers and Silica Fume to Improve the Durability of Concrete with Natural Pozzolans Blended Cement. Constr. Build. Mater. 2015, 96, 556–566. DOI: 10.1016/j.conbuildmat.2015.08.050.
   Web of Science ®Google Scholar
• Shannag, M. J.; Brincker, R.; Hansen, W. Pullout Behavior of Steel Fibers from Cement-Based Composites. Cem. Concr. Res. 1997, 27, 925–936. DOI: 10.1016/S0008-8846(97)00061-6.
   Web of Science ®Google Scholar
• Afroughsabet, V.; Ozbakkaloglu, T. Mechanical and Durability Properties of High-Strength Concrete Containing Steel and Polypropylene Fibers. Constr. Build. Mater. 2015, 94, 73–82. DOI: 10.1016/j.conbuildmat.2015.06.051.
   Web of Science ®Google Scholar
• Nili, M.; Afroughsabet, V. The Effects of Silica Fume and Polypropylene Fibers on the Impact Resistance and Mechanical Properties of Concrete. Constr. Build. Mater. 2010, 24, 927–933. DOI: 10.1016/j.conbuildmat.2009.11.025.
   Web of Science ®Google Scholar
• Feng, J.; Chan, C. m.; Li, J. x. A Method to Control the Dispersion of Carbon Black in an Immiscible Polymer Blend. Polym. Eng. Sci. 2003, 43, 1058–1063. DOI: 10.1002/pen.10089.
   Web of Science ®Google Scholar
• Clarke, J.; Clarke, B.; Freakley, P.; Sutherland, I. Compatibilising Effect of Carbon Black on Morphology of NR–NBR Blends. Plast. Rubber. Compos. 2001, 30, 39–44. DOI: 10.1179/146580101101541426.
   Web of Science ®Google Scholar
• Bikiaris, D. N.; Vassiliou, A.; Pavlidou, E.; Karayannidis, G. P. Compatibilisation Effect of PP-g-MA Copolymer on iPP/SiO 2 Nanocomposites Prepared by Melt Mixing. Eur. Polym. J. 2005, 41, 1965–1978. DOI: 10.1016/j.eurpolymj.2005.03.008.
   Web of Science ®Google Scholar
• Lawler, J.; Wilhelm, T.; Zampini, D.; Shah, S. Fracture Processes of Hybrid Fiber-Reinforced Mortar. Mater. Struct. 2003, 36, 197–208. DOI: 10.1007/BF02479558.
   Web of Science ®Google Scholar
• Krüger, R.; Groll, J. Fiber Reinforced Calcium Phosphate Cements – On the Way to Degradable Load Bearing Bone Substitutes? Biomaterials 2012, 33, 5887–5900. DOI: 10.1016/j.biomaterials.2012.04.053.
   PubMed Web of Science ®Google Scholar