Experimental study on shear resistance of reactive powder concrete beams without stirrups

References

• M. M. S. Ridha, “Shear behavior of reactive powder concrete beams,” Ph.D. Thesis, University of Technology, Iraq, 2010, p. 210.
   Google Scholar
• A. M. T. Hassan, S. W. Jones, and G. H. Mahmud, “Experimental test methods to determine the uniaxial tensile and compressive behavior of ultra-high performance fiber reinforced concrete (UHPFRC),” Const. Building Mater. J., vol. 37, pp. 874–882, 2012.
   Web of Science ®Google Scholar
• B. Graybeal, “Characterization of the behavior of ultra-high performance concrete”, Doctoral Thesis, University of Maryland, College Park, MD, 2005.
   Google Scholar
• M. Khuntia, and B. Stojadinovic, “Shear strength of reinforced concrete beams without transverse reinforcement,” ACI Struct. J., vol. 98, no. 5, pp. 648–656, Sep.–Oct. 2001.
   Web of Science ®Google Scholar
• G. M. Andrew, and C. F. Gregory, “ Shear tests of high and low strength concrete beams without stirrups,” ACI J., vol. 81, no. 4, pp. 350–356, 1984.
   Google Scholar
• ACI-ASCE Committee 426, “The shear strength of reinforced concrete members,” J. Struct. Div. ASCE., vol. 99, no. 6, pp. 1091–1187, 1073.
   Google Scholar
• ACI-ASCE Committee 445 on Shear and Torsion, “Recent approaches to shear design of structural concrete,” J. Struct. Eng. ASCE, vol. 124, no. 12, pp. 1375–1417, 1998.
   Web of Science ®Google Scholar
• M. K. Al-Dhalimi, “Shear behavior of porcelinite aggregate R. C. Beams", Ph.D. Thesis, University of Technology, Iran, 2005, p. 146.
   Google Scholar
• H. P. J. Taylor, “Fundamental behavior of reinforced concrete beams in bending and shear,” Shear Reinforced Concrete ACI SP-42. Farmington Hills: American Concrete Institute, 1974, pp. 43–78.
   Google Scholar
• R. C. Fenwick, and T. Paulay, “Mechanisms of shear resistance of concrete beams,” ASCE., vol. 94, no. 10, pp. 2325–2350, 1968.
   Google Scholar
• A. H. Mattock, and N. M. Hawkins, “Shear transfer in reinforced concrete-Recent Research,” PCI J, vol. 17, no. 2, pp. 55–75, 1972.
   Google Scholar
• R. N. Swamy, and H. M. Bahia, “Influence of fiber reinforcement on the dowel resistance to shear,” ACI Struct. J, vol. 76, no. 2, pp. 327–355, 1979.
   Google Scholar
• A. K. Sharma, “Shear strength of steel fiber reinforced concrete beams,” ACI J., vol. 83, no. 4, pp. 624–628, 1986.
   Google Scholar
• M. A. Mansur, K. C. G. Ong, and P. Paramasivam, “Shear strength of fibrous concrete beams without stirrups,” ASCE J. Struct. Eng., vol. 112, no. 9, pp. 2066–2079, 1986.
   Web of Science ®Google Scholar
• R. Narayanan, and I. Y. S. Darwish, “Use of steel fibers as shear reinforcement,” ACI Struct. J., vol. 84, no. 3, pp. 216–227, 1987.
   Web of Science ®Google Scholar
• S. A. Ashour, G. S. Hasanain, and F. F. Wafa, “Shear behaviour of high-Strength Fiber-Reinforced Concrete beams,” ACI Struct. J., vol. 89, no. 2, pp. 176–184, 1992.
   Web of Science ®Google Scholar
• S. W. Shin, J. G. Oh, and S. K. Ghosh, “Shear behavior of laboratory-sized high strength concrete beams reinforced with bars and steel fibers,” ACI Struct. J., vol. 142, pp. 181–200, 1994.
   Google Scholar
• Y. Kwak, M. O. Eberhard, W. Kim, and J. Kim, “Shear strength of steel fiber-Reinforced Concrete beams without stirrups,” ACI Struct. J., vol. 99, no. 4, pp. 530–538, 2002.
   Web of Science ®Google Scholar
• H. H. Dinh, G. Parra-Montesinos, and J. K. Wight, “Shear behavior of steel fiber-Reinforced Concrete beams without stirrup reinforcement,” ACI Struct. J., vol. 107, no. 05, pp. 597–606, 2010.
   Google Scholar
• M. Shahnewaz, and M. S. Alam, “Improved shear equations for steel fiber-Reinforced Concrete deep and slender beams,” ACI Struct. J., vol. 111, no. 4, pp. 551–860, Jul.-Aug. 2014.
   Web of Science ®Google Scholar
• ACI Committee 544 Design Considerations for Steel Fiber Reinforced Concrete (ACI 544.4R-88). Farmington Hills, MI: American Concrete Institute, 1988, p. 18.
   Google Scholar
• J. Xia, R. Kevin, K. R. Mackiea, M. A. Saleemb, and A. Mirmiranb, “Shear failure analysis on ultra-high performance concrete beams reinforced with high strength steel,” Eng. Struct. J., vol. 33, no. 12, pp. 3597–3609, 2011.
   Web of Science ®Google Scholar
• Japan Society of Civil Engineers (JSCE), “Recommendations for design and construction of ultra-high strength fiber reinforced concrete structures (draft)”, JSCE Guidelines for Concrete, No. 9, 2006.
   Google Scholar
• Korea Concrete Institute, “Design recommendations for ultra-high performance concrete (K-UHPC)”, KCI-M-12-003, Korea (in Korean), 2012.
   Google Scholar
• Association Franc¸Aise Du Ge´Nil Civil (AFGC), “Be´tons fibre´s a` ultra-hautes performances,” Association Franc¸Aise du Ge´Nil Civil, 2013.
   Google Scholar
• F. Baby, P. Marchand, and F. Toutlemonde, “Shear behavior of ultrahigh performance fiber-Reinforced Concrete beams. I: Experimental investigation, ASCE,” J. Struct. Eng., vol. 140, no. 5, pp. 04013111–04013110, 2014.
   Web of Science ®Google Scholar
• J. Hegger, D. Tuchlinshi, and B. Kommer, “Bond anchorage behavior and shear capacity of ultra-high performance concrete beams,”Proc. Int. Symp. Ultrahigh Performance Concrete, ASCE, Reston, VA, 26–28 Sep. 2004, pp. 351–360.
   Google Scholar
• B. Graybeal, “Structural behavior of ultra-high performance concrete prestressed I-girders.” U.S. Department of Transportation, Tech. Rep. Federal Highway Administration (FHWA), No. FHWA-HRT -06-115, Washington, August 2006, p. 96.
   Google Scholar
• Y. L. Voo, S. J. Foster, and R. I. Gilbert, “Shear strength of fiber reinforced reactive powder concrete prestressed girders without stirrups,” J. Adv. Concret. Technol., vol. 4, no. 1, pp. 123–132, 2006. .
   Web of Science ®Google Scholar
• Y. L. Voo, W. K. Poon, and S. J. Foster, “Shear strength of steel fiber-reinforced ultrahigh-performance concrete beams without stirrups,” J. Struct. Eng., vol. 136, no. 11, pp. 1393–1400, 2010.
   Web of Science ®Google Scholar
• G. Bertram, and J. Hegger, “Shear carrying capacity of ultra-high performance concrete beams,” Proc. Int. Symp. Utilization of High- Strength and High-Performance Concrete, Japan Concrete Institute, Tokyo, 27–29 October 2008, pp. 915–920.
   Google Scholar
• G. Bertram, and J. Hegger, “Pretensioned UHPC beams with and without openings,” Proc. 3rd Int. Fib Congress and Exhibition Incorporating the PCI Annual Convention and National Bridge Conference, Washington, DC, 29 May-2 June 2010, p. 236.
   Google Scholar
• Sato, Y. Pansuk, W. D. Uijl, J. A. Walraven, and J. C, “Shear capacity of high performance fiber reinforced concrete I-beams,” Int. Symp. Utilization of High-Strength and High-Performance Concrete, Japan Concrete Institute, Tokyo, 2008, pp. 369–376.
   Google Scholar
• I. H. Yang, B. S. Byung-Suk Kim, and G. Joh, “Shear behaviour of ultra-high performance fibre-reinforced concrete beams without stirrups” ICE Institution of Civil Engineering,” Mag. Concret. Res., vol. 64, no. 11, pp. 979–993, 2012.
   Google Scholar
• M. M. Kamal, M. A. Safan, Z. A. Etman, and R. A. Salama, “Behavior and strength of beams cast with ultra-High Strength concrete containing different types of fibers,” HBRC J., vol. 10, no. 1, pp. 55–63, 2014.
   Google Scholar
• ACI Committee 318 Building Code Requirements for Structural Concrete (ACI 318M-14) and Commentary (ACI 318RM-14). Farmington Hills: American Concrete Institute, 2015, p. 519.
   Google Scholar
• CSA, “Design of Concrete Structures,” Canadian Standards Association, A23.3-04. Ontario, Canada: Rexdale, p. 232.
   Google Scholar
• NZS, “Concrete Structures Standard, Part 1: Design of Concrete Structures, Part 2: Commentary on the Design of Concrete Structures,” Incorporating Amendment No.1, 2 &3. Wellington: Standards New Zealand, 2006, p. 754.
   Google Scholar
• BSI, BS 81101. Incorporating Amendment No. 1, Structural use of concrete, Part1: Code of Practice for Design and Construction. London: British Standards Institution, 1999, p. 150.
   Google Scholar
• Z. J. Bunni, “Shear Strength in High-Strength Fiber Reinforced Concrete Beams,” M.Sc. Thesis, University of Technology, Baghdad, 1998, p. 105.
   Google Scholar
• S. H. Ahmed, A. R. Khaloo, and A. Poveda, “Shear capacity of reinforced high-Strength Concrete beams,” ACI J., vol. 83, no. 2, pp. 297–305, 1986.
   Google Scholar
• K. S. Rajagopalan, and P. M. Ferguson, “Exploratory shear tests emphasizing percentage of longitudinal steel,” ACI J., vol. 65, no. 8, pp. 634–638, 1968.
   Google Scholar
• R. Narayanan, and A. S. Kareem-Palanjian, “Factors influencing the strength of steel fiber reinforced concrete,” RILEM Symposium, Developments in Fiber Reinforced Cement and Concrete, Sheffield, England, 14-16 July 1986.
   Google Scholar
• B. Graybeal, and M. Davis, “Cylinder or cube: Strength testing of 80 to 200 MPa (11.6 to 29 ksi) ultra-high-performance fiber-reinforced concrete,” ACI Mater. J., vol. 105, no. 6, pp. 603–609, 2008.
   Web of Science ®Google Scholar