Analytical solutions for flexural design of hybrid steel fiber reinforced concrete beams
Tài liệu tham khảo
Sahoo, 2014, Effect of steel fiber content on behavior of concrete beams with and without stirrups, ACI Struct J, 111, 1157, 10.14359/51686821
Meda, 2012, Flexural behaviour of RC beams in fibre reinforced concrete, Compos Part B – Eng, 43, 2930, 10.1016/j.compositesb.2012.06.003
Destrée X. Concrete free suspended elevated slabs reinforced with only steel fibers: full scale testing results and conclusions – design examples. In: Fischer G, Li VC, editors. RILEM proceedings PRO49 on high performance fiber reinforced cementitious composites (HPFRCC) in structural applications; 2006. p. 287–94.
Salehian, 2015, Assessment of the performance of steel fibre reinforced self-compacting concrete in elevated slabs, Cem Concr Compos, 55, 268, 10.1016/j.cemconcomp.2014.09.016
Salehian, 2014, Evaluation of the influence of post-cracking response of steel fibre reinforced concrete (SFRC) on load carrying capacity of SFRC panels, Constr Build Mater, 73, 289, 10.1016/j.conbuildmat.2014.09.043
Singh, 2014, Appraisal of steel fibers as minimum shear reinforcement in concrete beams, ACI Struct J, 111, 1191, 10.14359/51686969
Naaman, 2006, Proposed classification of HPFRC composites based on their tensile response, Mater Struct, 39, 547
Fischer, G. Current U.S. guidelines on fiber reinforced concrete and implementation in structural design. In: Proceedings of the North American/European workshop on advances in fiber reinforced concrete; 2004. p. 13–22.
Teutsch M. German guidelines on steel fiber concrete. In: Proceedings of the North American/European workshop on advances in fiber reinforced concrete; 2004. p. 23–8.
Barr B, Lee MK. FRC guidelines in the UK, with emphasis on SFRC in floor slabs. In: Proceedings of the North American/European workshop on advances in fiber reinforced concrete; 2004. p. 29–38.
di Prisco, 2009, Fibre reinforced concrete: new design perspectives, Mater Struct, 42, 1261, 10.1617/s11527-009-9529-4
Taheri, 2011, A design model for strain-softening and strain-hardening fiber reinforced elements reinforced longitudinally with steel and FRP bars, Compos Part B – Eng, 42, 1630, 10.1016/j.compositesb.2011.04.009
Lim, 1987, Bending behavior of steel-fiber concrete beams, ACI Struct J, 84, 524
Lok, 1998, Flexural behavior of steel fiber reinforced concrete, J Mater Civ Eng, 10, 86, 10.1061/(ASCE)0899-1561(1998)10:2(86)
Vandewalle, 2003, RILEM TC 162-TDF: test and design methods for steel fibre reinforced concrete-sigma-epsilon design method (final recommendation), Mater Struct, 36, 560, 10.1617/14007
Hillerborg, 1976, Analysis of crack formation and crack growth by means of fracture mechanics and finite elements, Cem Concr Res, 6, 773, 10.1016/0008-8846(76)90007-7
Zhang, 1998, Applications of stress crack width relationship in predicting the flexural behavior of fibre-reinforced concrete, Cem Concr Res, 28, 439, 10.1016/S0008-8846(97)00275-5
Belytschko, 1999, Elastic crack growth in finite elements with minimal remeshing, Int J Numer Meth Eng, 45, 601, 10.1002/(SICI)1097-0207(19990620)45:5<601::AID-NME598>3.0.CO;2-S
Denneman, 2011, Discrete fracture in high performance fibre reinforced concrete materials, Eng Fract Mech, 78, 2235, 10.1016/j.engfracmech.2011.04.008
Van Mier, 1997
Rilem TC 162-TDF, 2002, Test and design methods for steel fibre reinforced concrete. Design of steel fibre reinforced concrete using the σ–w method: principles and applications, Mater Struct, 35, 262, 10.1617/13837
Minelli, 2015, Derivation of a simplified stress–crack width law for Fiber Reinforced Concrete through a revised round panel test, Cem Concr Compos, 58, 95, 10.1016/j.cemconcomp.2015.01.005
Abrishambaf, 2015, Tensile stress–crack width law for steel fibre reinforced self-compacting concrete obtained from indirect (splitting) tensile tests, Cem Concr Compos, 57, 153, 10.1016/j.cemconcomp.2014.12.010
di Prisco, 2013, Fibre-reinforced concrete in fib Model Code 2010: principles, models and test validation, Struct Concr, 14, 342, 10.1002/suco.201300021
di Prisco M, Felicetti R, Gambarova PG. On the evaluation of the characteristic length in high strength concrete. In: Azizinamini A, Darwin D, French C, editors. High strength concrete. ASCE; 1999. p. 377–90.
Koeberl, 2008, Question of tension softening versus tension stiffening in plain and reinforced concrete, J Eng Mech, 134, 804, 10.1061/(ASCE)0733-9399(2008)134:9(804)
Buratti, 2013, Concrete crack reduction in tunnel linings by steel fibre-reinforced concretes, Constr Build Mater, 44, 249, 10.1016/j.conbuildmat.2013.02.063
Soranakom, 2007, Closed-form solutions for flexural response of fiber-reinforced concrete beams, J Eng Mech, 133, 933, 10.1061/(ASCE)0733-9399(2007)133:8(933)
Soranakom, 2008, Correlation of tensile and flexural response of strain softening and strain hardening cement composites, Cem Concr Compos, 30, 465, 10.1016/j.cemconcomp.2008.01.007
Zijl, 2013, Flexural modelling of steel fibre-reinforced concrete beams with and without steel bars, Eng Struct, 53, 52, 10.1016/j.engstruct.2013.03.036
fib (Fédération Internationale du Béton). fib model code for concrete structures 2010, October 2013. Berlin: Ernst&Sohn [ISBN 978-3-433-03061-5].
di Prisco M, Plizzari G, Vandewalle L. Structural design according to fib MC 2010: comparison between RC and FRC elements. In: Proceedings of FRC 2014 joint ACI-fib international workshop, fibre reinforced concrete: from design to structural applications; 2014. p. 69–87.
Kooiman AG. Modelling steel fibre reinforced concrete for structural design. PhD dissertation, TU Delft; 2000.
Meda, 2004, Fracture behavior of SFRC slabs on grade, Mater Struct, 37, 405, 10.1617/14093
Belletti, 2008, Design aspects on steel fiber-reinforced concrete pavements, J Mater Civ Eng, 20, 599, 10.1061/(ASCE)0899-1561(2008)20:9(599)
Mobasher, 2011, 480
American Society for Testing and Materials (ASTM) International, 2015
MacGregor, 1997
Hognestad E. A study of combined bending and axial load in reinforced concrete members. University of Illinois Engineering Experimental Station, Bulletin Series No. 399; 1951. 128 pp.
ACI Committee 318. 318-14: Building code requirements for structural concrete and commentary; 2014.
ENV 1992-1-1. Eurocode 2: design of concrete structures – Part 1: General rules and rules for buildings. European Commission, Brussels; 1992.
Bosco, 1990, Minimum reinforcement in high-strength concrete, J Struct Eng, 116, 427, 10.1061/(ASCE)0733-9445(1990)116:2(427)
Bosco, 1990, Fracture of reinforced concrete: scale effects and snap-back instability, Eng Fract Mech, 35, 665, 10.1016/0013-7944(90)90149-B
Ferro, 2007, Minimum reinforcement in concrete structures and material/structural instability, Int J Fract, 146, 213, 10.1007/s10704-007-9162-6
Dupont D. Modelling and experimental validation of the constitutive law (σ–ε) and cracking behaviour of steel fiber reinforced concrete. PhD dissertation, Catholic University of Leuven, Belgium; 2003.
Bakhshi, 2014, Comparative evaluation of early age toughness parameters in fiber reinforced concrete, Mater Struct, 47, 853, 10.1617/s11527-013-0098-1
Jiang, 2010, Size effects in flexural toughness of fiber reinforced concrete, J Test Eval, 38, 1
Kim D-J, Naaman AE, El-Tawil S. Correlation between tensile and bending behavior of FRC composites with scale effect. In: Proceedings of FraMCoS-7, 7th international conference on fracture mechanics of concrete and concrete structures. Jeju Island, South Korea, May 23–28; 2010.
Mobasher, 2014, Backcalculation of residual tensile strength of regular and high performance fiber reinforced concrete from flexural tests, Constr Build Mater, 70, 243, 10.1016/j.conbuildmat.2014.07.037
Barros, 1999, Flexural behavior of SFRC: testing and modeling, J Mater Civ Eng, 11, 331, 10.1061/(ASCE)0899-1561(1999)11:4(331)
Soranakom C. Multi-scale modeling of fiber and fabric reinforced cement based composites. PhD dissertation, Arizona State University; 2008.
