The composite effect of steel fibres and stirrups on the shear behaviour of beams using self-consolidating concrete

Cladera, 2005, Experimental study on high-strength concrete beams failing in shear, Eng Struct, 27, 1519, 10.1016/j.engstruct.2005.04.010 Narayanan, 1987, Use of steel fibres as shear reinforcement, ACI Struct J, 84, 1125 Cucchiara, 2004, Effectiveness of stirrups and steel fibres as shear reinforcement, Cement Concrete Compos, 26, 777, 10.1016/j.cemconcomp.2003.07.001 Kwak, 2002, Shear strength of steel fibre-reinforced concrete beams without stirrups, ACI Struct J, 99, 530 Zhang, 2006, Experimental study on shear resistance of steel fibre reinforced high strength concrete beams, J Harbin Instit Tech, 38, 1781 Campione, 2008, Fibrous reinforced concrete beams in flexure: experimental investigation, analytical modelling and design considerations, Eng Struct, 30, 2970, 10.1016/j.engstruct.2008.04.019 Plizzari, 2006, Steel fibres as reinforcement for precast tunnel segments, Tunnell Underground Space Technol, 21, 438, 10.1016/j.tust.2005.12.079 Greenough, 2008, Shear behaviour of fibre-reinforced self-consolidating concrete slender beams, ACI Mater J, 105, 468 Choulli, 2008, Shear behaviour of full-scale prestressed I-beams made with self compacting concrete, Mater Struct, 41, 131, 10.1617/s11527-007-9225-1 National Standard of the People’s Republic of China. Code for Design of Concrete Structures (GB 50010–2002). China Architecture & Building Press; 2002 [in Chinese]. National Standard of the People’s Republic of China. Test Methods of Concrete Structures (GB50152-92). China Architecture & Building Press; 1992 [in Chinese]. Ding, 2008, The investigation on the workability of fibre cocktail reinforced self-compacting high performance concrete, Const Build Mater, 22, 1462, 10.1016/j.conbuildmat.2007.03.034 EFNARC Specification and Guidelines for Self-compacting Concrete. 2002. The SCC European Project Group. The European Guidelines for Self-compacting Concrete Specification, Production and Use. 2005. Brite EuRam. Task 9 End Product SCC Guidelines. 2000. Comite Euro-International du Beton. Bulletin D’information No.213/214 CEB-FIP Model Code 1990 (Concrete Structure). Lausanne 1993. Ding, 1999, Comparative study between steel fibre reinforced concrete and steel mesh reinforced concrete at early ages in the panel tests, Cement Concrete Res, 29, 1827, 10.1016/S0008-8846(99)00177-5 Ding Y. Eigenschaften von Faserbeton und Faserspritzbeton. ISBN: 3-89821-295-5. ibidem-Verlag; Germany. Adebar, 1997, Shear tests of fibre concrete beams without stirrups, ACI Struct J, 94, 68 Russo, 2004, Design shear strength formula for high strength concrete beams, Mater Struct, 37, 680, 10.1617/14016 Ta’an, 1990, Evaluation of shear strength of fibre reinforced concrete beams, Cement Concrete Compos, 12, 87, 10.1016/0958-9465(90)90045-Y Swamy, 1993, Influence of steel fibres on the shear resistance of lightweight concrete T-beams, ACI Struct J, 90, 103 Lim, 1999, Experimental and theoretical investigation on the shear of steel fibre reinforced concrete beams, Eng Struct, 21, 937, 10.1016/S0141-0296(98)00049-2 China Association for Engineering Construction Standardization. Technical Specification for Fibre Reinforced Concrete Structure (CECS 38:2004). China Architecture & Building Press; 2004 [in Chinese]. ACI Committee 318. Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (318R-02); American Concrete Institute; 2002. Ashour, 1992, Shear behavior of high-strength fiber reinforced concrete beams, ACI Struct J, 89, 176 Noghabai, 2000, Beams of fibrous concrete in shear and bending: experiment and model, J Struct Eng, 126, 243, 10.1061/(ASCE)0733-9445(2000)126:2(243)