Fiber pullout behavior of HPFRCC: Effects of matrix strength and fiber type
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Banthia, 2004, Hybrid fiber reinforced concrete (HyFRC): fiber synergy in high strength matrices, Mater Struct, 37, 707, 10.1007/BF02480516
Yoo, 2015, Flexural response of steel-fiber-reinforced concrete beams: effects of strength, fiber content, and strain-rate, Cem Concr Compos, 64, 84, 10.1016/j.cemconcomp.2015.10.001
Wille, 2013, Effect of ultra-high-performance concrete on pullout behavior of high-strength brass-coated straight steel fibers, ACI Mater J, 110, 451
Yoo, 2013, Effect of shrinkage reducing admixture on tensile and flexural behaviors of UHPFRC considering fiber distribution characteristics, Cem Concr Res, 54, 180, 10.1016/j.cemconres.2013.09.006
Banthia, 1994, Concrete reinforced with deformed steel fibers, part I: bond-slip mechanisms, ACI Mater J, 91, 435
Lee, 2010, Pullout behavior of inclined steel fiber in an ultra-high strength cementitious matrix, Constr Build Mater, 24, 2030, 10.1016/j.conbuildmat.2010.03.009
Kim, 2010, Effect of matrix strength on pullout behavior of high-strength deformed steel fibers, ACI Spec Publ, 2010, 135
Li, 1990, Effect of inclining angle, bundling and surface treatment on synthetic fibre pull-out from a cement matrix, Composites, 21, 132, 10.1016/0010-4361(90)90005-H
Yoo, 2016, Mechanical properties of corrosion-free and sustainable amorphous metallic fiber-reinforced concrete, ACI Mater J, 113, 633
Kim, 2008, Loading rate effect on pullout behavior of deformed steel fibers, ACI Mater J, 105, 576
ASTM C 1609/C 1609M. Standard test method for flexural performance of fiber-reinforced concrete (using beam with third-point loading). West Conshohocken, PA: ASTM International; 2012. p. 1–9.
Kim DJ, El-Tawil S, Naaman AE. Correlation between single fiber pullout behavior and tensile response of FRC composites with high strength steel fiber. In: Proceedings of the Fifth International Workshop of High Performance Fiber Reinforced Cementitious Composites, RILEM Proceedings, Pro. 53, S.A.R.L., Cachan, France, 2007, pp. 67–76.
Yoo, 2014, Influence of reinforcing bar type on autogenous shrinkage stress and bond behavior of ultra high performance fiber reinforced concrete, Cem Concr Compos, 48, 150, 10.1016/j.cemconcomp.2013.11.014
Kim, 2012, Influence of sand to coarse aggregate ratio on the interfacial bond strength of steel fibers in concrete for nuclear power plant, Nucl Eng Des, 252, 1, 10.1016/j.nucengdes.2012.07.004
Yoo, 2016, Size effect in ultra-high-performance concrete beams, Eng Fract Mech, 157, 86, 10.1016/j.engfracmech.2016.02.009
Hossain, 2004, Assessing residual stress development and stress relaxation in restrained concrete ring specimens, Cem Concr Compos, 26, 531, 10.1016/S0958-9465(03)00069-6
Park, 2014, Effects of shrinkage reducing agent on pullout resistance of high-strength steel fibers embedded in ultra-high-performance concrete, Cem Concr Compos, 49, 59, 10.1016/j.cemconcomp.2013.12.012
Wille, 2016, Dynamic impact factors of strain hardening UHP-FRC under direct tensile loading at low strain rates, Mater Struct, 49, 1351, 10.1617/s11527-015-0581-y
Ahmad, 2011, Bond between carbon fibre-reinforced polymer (CFRP) bars and ultra high performance fibre reinforced concrete (UHPFRC): experimental study, Constr Build Mater, 25, 479, 10.1016/j.conbuildmat.2010.02.006
Yoo, 2015, Biaxial flexural behavior of ultra-high-performance fiber-reinforced concrete with different fiber lengths and placement methods, Cem Concr Compos, 63, 51, 10.1016/j.cemconcomp.2015.07.011
Kim DJ, Wille K, Naaman AE, El-Tawil S. Strength dependent tensile behavior of strain hardening fiber reinforced concrete. In: proceedings of RILEM international workshop on high performance fiber reinforced cement composites-HPFRCC 6, Ann Arbor, USA, June 20–22, 2011.
Yoo, 2016, Enhancing the flexural performance of ultra-high-performance concrete using long steel fibers, Compos Struct, 147, 220, 10.1016/j.compstruct.2016.03.032
Park, 2017, Feasibility of reducing the fiber content in ultra-high-performance fiber-reinforced concrete under flexure, Materials, 10, 118, 10.3390/ma10020118
Martinie, 2011, Simple tools for fiber orientation prediction in industrial practice, Cem Concr Res, 41, 993, 10.1016/j.cemconres.2011.05.008
Nguyen, 2013, Size effect on flexural behavior of ultra-high-performance hybrid fiber-reinforced concrete, Compos Part B, 45, 1104, 10.1016/j.compositesb.2012.07.012
Yoo, 2014, Effect of fiber length and placement method on flexural behavior, tension-softening curve, and fiber distribution characteristics of UHPFRC, Constr Build Mater, 64, 67, 10.1016/j.conbuildmat.2014.04.007
Flanders L, Rushing T, Landis E. Energy dissipation mechanisms in the fracture of fiber reinforced ultra high performance concrete. In: 4th International Symposium on Ultra-High Performance Concrete and High Performance Construction Materials (HiPerMat2016), Kassel, Germany, 2016, pp. 1–8.