Mechanical properties of ultra-high-performance fiber-reinforced concrete: A review
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[1] A.L.A. Fraaij,et al. The study of using rice husk ash to produce ultra high performance concrete , 2011 .
[2] Nemkumar Banthia,et al. Impact Response of Ultra-High-Strength Fiber-Reinforced Cement Composite , 2002 .
[3] Jin-Keun Kim,et al. Tensile fracture properties of an Ultra High Performance Fiber Reinforced Concrete (UHPFRC) with steel fiber , 2010 .
[4] Kazunori Fujikake,et al. Dynamic Properties Of Steel Fiber Reinforced Mortar Under High-rates Of Loadings And Triaxial Stress States , 2002 .
[5] Eugen Brühwiler,et al. Rehabilitation of concrete structures using Ultra-High Performance Fibre Reinforced Concrete , 2008 .
[6] Gustavo J. Parra-Montesinos,et al. Effect of Beam Size, Casting Method, and Support Conditions on Flexural Behavior of Ultra-High-Performance Fiber-Reinforced Concrete , 2012 .
[7] G. Zi,et al. Biaxial flexural behavior of ultra-high-performance fiber-reinforced concrete with different fiber lengths and placement methods , 2015 .
[8] Sherif El-Tawil,et al. Capturing the strain hardening and softening responses of cementitious composites subjected to impact loading , 2015 .
[9] Halit Yazici,et al. Mechanical properties of reactive powder concrete containing mineral admixtures under different curing regimes , 2009 .
[10] Dong-Joo Kim,et al. High rate response of ultra-high-performance fiber-reinforced concretes under direct tension , 2015 .
[11] Z. Bažant. Size Effect in Blunt Fracture: Concrete, Rock, Metal , 1984 .
[12] Young Soo Yoon,et al. Structural performance of ultra-high-performance concrete beams with different steel fibers , 2015 .
[13] K. Chokri,et al. Fiber-reinforced cement based composites under tensile impact , 1994 .
[14] Sun Wei,et al. Preparation of C200 green reactive powder concrete and its static–dynamic behaviors , 2008 .
[15] Young Soo Yoon,et al. Size effect in ultra-high-performance concrete beams , 2016 .
[16] P. Richard,et al. Composition of reactive powder concretes , 1995 .
[17] Kyung-Taek Koh,et al. Effect of shrinkage reducing agent on pullout resistance of high-strength steel fibers embedded in ultra-high-performance concrete , 2014 .
[18] Jin-Keun Kim,et al. The variation of flow-dependent tensile behavior in radial flow dominant placing of Ultra High Performance Fiber Reinforced Cementitious Composites (UHPFRCC) , 2012 .
[19] Strain rate dependence of HPFRCC cylinders in monotonic tension , 2011 .
[20] Su-Tae Kang,et al. Effect of shrinkage reducing admixture on tensile and flexural behaviors of UHPFRC considering fiber distribution characteristics , 2013 .
[21] Antoine E. Naaman,et al. Engineered Steel Fibers with Optimal Properties for Reinforcement of Cement Composites , 2003 .
[22] K. Fujikake,et al. Effects of Strain Rate on Tensile Behavior of Reactive Powder Concrete , 2006 .
[23] Wei Sun,et al. Dynamic compression behavior of ultra-high performance cement based composites , 2010 .
[24] Chi Ming Tam,et al. Assessing drying shrinkage and water permeability of reactive powder concrete produced in Hong Kong , 2012 .
[25] A. Naaman,et al. Pullout Behavior of High-Strength Steel Fibers Embedded in Ultra-High-Performance Concrete , 2012 .
[26] 二羽 淳一郎,et al. Recommendations for design and construction of ultra high strength fiber reinforced concrete structures (draft) , 2006 .
[27] G. Zi,et al. Comparative biaxial flexural behavior of ultra-high-performance fiber-reinforced concrete panels using two different test and placement methods , 2017 .
[28] A. Hassan,et al. Experimental and numerical studies of size effects of Ultra High Performance Steel Fibre Reinforced Concrete (UHPFRC) beams , 2013 .
[29] Y. Chan,et al. Effect of silica fume on steel fiber bond characteristics in reactive powder concrete , 2004 .
[30] N. Banthia,et al. Effect of fiber orientation on the rate-dependent flexural behavior of ultra-high-performance fiber-reinforced concrete , 2016 .
[31] M. F. Ruiz,et al. Influence of tensile properties of UHPFRC on size effect in bending , 2008 .
[32] Sun Kyu Park,et al. A novel indirect tensile test method to measure the biaxial tensile strength of concretes and other quasibrittle materials , 2008 .
[33] E. Brühwiler,et al. Development of the mechanical properties of an Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) , 2006 .
[34] J. Park,et al. Influence of ring size on the restrained shrinkage behavior of ultra high performance fiber reinforced concrete , 2014 .
[35] Liberato Ferrara,et al. High mechanical performance of fibre reinforced cementitious composites: the role of “casting-flow induced” fibre orientation , 2011 .
[36] Changbin Joh,et al. Structural behavior of ultra high performance concrete beams subjected to bending , 2010 .
[37] Y. J. Kim,et al. Early-Age Strength of Ultra-High Performance Concrete in Various Curing Conditions , 2015, Materials.
[38] F Toutlemonde,et al. Characterization of reactive powder concrete(RPC) in direct tension at medium to high loading rates. , 1998 .
[39] Jianxin Ma,et al. Comparative Investigations on Ultra-High Performance Concrete with and without Coarse Aggregates , 2004 .
[40] N. Banthia,et al. Effectiveness of shrinkage-reducing admixture in reducing autogenous shrinkage stress of ultra-high-performance fiber-reinforced concrete , 2015 .
[41] Stephen Brunauer,et al. Hardened portland cement pastes of low porosity I. Materials and experimental methods , 1972 .
[42] B. Graybeal. Compressive Behavior of Ultra-High-Performance Fiber-Reinforced Concrete , 2007 .
[43] Jan-Erik Jonasson. SLIPFORM CONSTRUCTION - CALCULATIONS FOR ASSESSING PROTECTION AGAINST EARLY FREEZING , 1984 .
[44] Young Soo Yoon,et al. Shrinkage and cracking of restrained ultra-high-performance fiber-reinforced concrete slabs at early age , 2014 .
[45] S. Lavanya Prabha,et al. STUDY ON STRESS-STRAIN PROPERTIES OF REACTIVE POWDER CONCRETE UNDER UNIAXIAL COMPRESSION , 2010 .
[46] Kyung-Taek Koh,et al. Size effect on flexural behavior of ultra-high-performance hybrid fiber-reinforced concrete , 2013 .
[47] Antoine E. Naaman,et al. Ultra-High Performance Concrete with Compressive Strength Exceeding 150 MPa (22 ksi): A Simpler Way , 2011 .
[48] Y. Yoon,et al. Effect of fiber content on mechanical and fracture properties of ultra high performance fiber reinforced cementitious composites , 2013 .
[49] Jin-keun Kim,et al. Prediction of ECC tensile stress-strain curves based on modified fiber bridging relations considering fiber distribution characteristics , 2010 .
[50] Wei Sun,et al. Dynamic behaviour and visco-elastic damage model of ultra-high performance cementitious composite , 2009 .
[51] Sofiane Amziane,et al. Flowability of fibre-reinforced concrete and its effect on the mechanical properties of the material , 2010 .
[52] A. E. Naaman,et al. Dynamic impact factors of strain hardening UHP-FRC under direct tensile loading at low strain rates , 2016 .
[53] G. B. Jeffery. The motion of ellipsoidal particles immersed in a viscous fluid , 1922 .
[54] Young Soo Yoon,et al. Nonlinear finite element analysis of ultra-high-performance fiber-reinforced concrete beams , 2017 .
[55] Su-Tae Kang,et al. The relation between fiber orientation and tensile behavior in an Ultra High Performance Fiber Reinforced Cementitious Composites (UHPFRCC) , 2011 .
[56] Vic Perry,et al. Innovative Field Cast UHPC Joints for Precast Bridge Decks. Design, Prototype Testing and Projects , 2013 .
[57] K. Kendall,et al. Flexural strength and porosity of cements , 1981, Nature.
[58] Adam S. Lubell,et al. Influence of Specimen Size and Fiber Content on Mechanical Properties of Ultra-High-Performance Fiber-Reinforced Concrete , 2012 .
[59] Weiwei Zhu,et al. Ultrasound monitoring of setting and hardening process of ultra-high performance cementitious materials , 2012 .
[60] Jin-Keun Kim,et al. The effect of fibre distribution characteristics on the flexural strength of steel fibre-reinforced ultra high strength concrete , 2011 .
[61] Su-Tae Kang,et al. Numerical simulation of the variation of fiber orientation distribution during flow molding of Ultra High Performance Cementitious Composites (UHPCC) , 2012 .
[62] Young Soo Yoon,et al. Effect of fiber length and placement method on flexural behavior, tension-softening curve, and fiber distribution characteristics of UHPFRC , 2014 .
[63] Antoine E. Naaman,et al. Strain-hardening UHP-FRC with low fiber contents , 2011 .
[64] M. An,et al. Size effect on compressive strength of reactive powder concrete , 2008 .
[65] Antoine E. Naaman,et al. Ultra-high performance concrete and fiber reinforced concrete: achieving strength and ductility without heat curing , 2012 .
[66] George R. Gouda,et al. Very high strength cement pastes prepared by hot pressing and other high pressure techniques , 1972 .
[67] A. Naaman,et al. Strain Rate Dependent Tensile Behavior of Ultra-High Performance Fiber Reinforced Concrete , 2012 .
[68] Duy‐Liem Nguyen,et al. Size and geometry dependent tensile behavior of ultra-high-performance fiber-reinforced concrete , 2014 .
[69] Young Soo Yoon,et al. Early age setting, shrinkage and tensile characteristics of ultra high performance fiber reinforced concrete , 2013 .
[70] H. Reinhardt,et al. Size and Shape Effect of UHPFRC Prisms Tested under Axial Tension and Bending , 2012 .
[71] Young Soo Yoon,et al. Flexural response of steel-fiber-reinforced concrete beams: Effects of strength, fiber content, and strain-rate , 2015 .
[72] Steve Millard,et al. Assessment of fibre orientation in ultra high performance fibre reinforced concrete and its effect on flexural strength , 2010 .
[73] Kyung-Taek Koh,et al. Effect of the Compressive Strength of Ultra-High Strength Steel Fiber Reinforced Cementitious Composites on Curing Method , 2007 .
[74] Ahmed M. Soliman,et al. Effect of drying conditions on autogenous shrinkage in ultra-high performance concrete at early-age , 2011 .
[75] P. Gauvreau,et al. Response of ultra-high performance fiber reinforced concrete (UHPFRC) to impact and static loading , 2008 .
[76] G. Zi,et al. Effect of shrinkage-reducing admixture on biaxial flexural behavior of ultra-high-performance fiber-reinforced concrete , 2015 .