Compressive and cyclic flexural response of double-hooked-end steel fiber reinforced concrete

Abstract

Recent developments on high-performance double-hooked-end steel fibers have enhanced the wide applications of steel fiber reinforced concrete (SFRC). This study presents the compressive properties and the cyclic flexural performance of the SFRC that were experimentally examined. Three different double-hooked-end steel fibers at 0.25%, 0.5%, 0.75%, and 1% volume fractions were considered. All fiber types had similar length to diameter ratios, while the first two fiber types had similar anchorage mechanisms (4D) and tensile strength and the third type had different anchorage mechanism (5D) and a higher tensile strength. The increased volumetric ratio of the fibers increased the post-peak compressive strain (ductility), the tensile strength, and the cyclic flexural strength and cumulative energy dissipation characteristics of the SFRC. Among the 4D fibers, the mixtures with the larger steel fibers showed higher flexural strength and more energy dissipation compared to the SFRCs with smaller size fibers. For 1% steel fiber dosage, 4D and 5D specimens showed similar cyclic flexural responses. Finally, a 3D finite element model that can predict the monotonic and cyclic flexural responses of the double-hooked-end SFRC was developed. The calibration process considered the results obtained from the inverse analysis to determine the tensile behavior of the SFRC.

Graphical abstract

Keywords

steel fiber reinforced concrete / fiber geometry / cyclic loading / energy dissipation / finite element modeling / inverse analysis

References

[1] di Prisco M, Plizzari G, Vandewalle L. Fibre reinforced concrete: New design perspectives. Materials and Structures, 2009, 42(9): 1261–1281

[2] ACI544.9R-17: Report on Design and Construction of Steel Fiber-Reinforced Concrete Elevated Slabs. Farmington Hills: American Concrete Institute, 2017

[3] Soutsos M, Le T, Lampropoulos A. Flexural performance of fibre reinforced concrete made with steel and synthetic fibres. Construction & Building Materials, 2012, 36: 704–710

[4] Mohammadi Y, Singh S, Kaushik S. Properties of steel fibrous concrete containing mixed fibres in fresh and hardened state. Construction & Building Materials, 2008, 22(5): 956–965

[5] Chanthabouala K, Teng S, Chandra J, Tan K H, Ostertag C P. Punching tests of double-hooked-end fiber reinforced concrete slabs. ACI Structural Journal, 2018, 115(6): 1777–1789

[6] SuttonM AOrteu J JSchreierH. Image correlation for shape, motion and deformation measurements: Basic concepts, theory and applications. Springer Science & Business Media, 2009

[7] Alam S Y, Saliba J, Loukili A. Fracture examination in concrete through combined digital image correlation and acoustic emission techniques. Construction & Building Materials, 2014, 69: 232–242

[8] Aggelis D, Verbruggen S, Tsangouri E, Tysmans T, Van Hemelrijck D. Characterization of mechanical performance of concrete beams with external reinforcement by acoustic emission and digital image correlation. Construction & Building Materials, 2013, 47: 1037–1045

[9] Mahal M, Blanksvärd T, Täljsten B, Sas G. Using digital image correlation to evaluate fatigue behavior of strengthened reinforced concrete beams. Engineering Structures, 2015, 105: 277–288

[10] Gencturk B, Hossain K, Kapadia A, Labib E, Mo Y L. Use of digital image correlation technique in full-scale testing of prestressed concrete structures. Measurement, 2014, 47: 505–515

[11] Boulekbache B, Hamrat M, Chemrouk M, Amziane S. Failure mechanism of fibre reinforced concrete under splitting test using digital image correlation. Materials and Structures, 2015, 48(8): 2713–2726

[12] Hamrat M, Boulekbache B, Chemrouk M, Amziane S. Flexural cracking behavior of normal strength, high strength and high strength fiber concrete beams, using digital image correlation technique. Construction & Building Materials, 2016, 106: 678–692

[13] Bencardino F, Rizzuti L, Spadea G, Swamy R N. Stress−strain behavior of steel fiber-reinforced concrete in compression. Journal of Materials in Civil Engineering, 2008, 20(3): 255–263

[14] Yazıcı Ş, İnan G, Tabak V. Effect of aspect ratio and volume fraction of steel fiber on the mechanical properties of SFRC. Construction & Building Materials, 2007, 21(6): 1250–1253

[15] Yoo D Y, Yoon Y S, Banthia N. Flexural response of steel-fiber-reinforced concrete beams: Effects of strength, fiber content, and strain-rate. Cement and Concrete Composites, 2015, 64: 84–92

[16] Thomas J, Ramaswamy A. Mechanical properties of steel fiber-reinforced concrete. Journal of Materials in Civil Engineering, 2007, 19(5): 385–392

[17] Taerwe L R. Influence of steel fibers on strain-softening of high-strength concrete. ACI Materials Journal, 1993, 89(1): 54–60

[18] Katzer J, Domski J. Quality and mechanical properties of engineered steel fibres used as reinforcement for concrete. Construction & Building Materials, 2012, 34: 243–248

[19] Han J, Zhao M, Chen J, Lan X. Effects of steel fiber length and coarse aggregate maximum size on mechanical properties of steel fiber reinforced concrete. Construction & Building Materials, 2019, 209: 577–591

[20] Abdallah S, Fan M. Anchorage mechanisms of novel geometrical hooked-end steel fibres. Materials & Structures, 2017, 50(2): 139

[21] Ng T S, Foster S J, Htet M L, Htut T N S. Mixed mode fracture behaviour of steel fibre reinforced concrete. Materials and Structures, 2014, 47(1−2): 67–76

[22] Abdallah S, Rees D W, Ghaffar S H, Fan M. Understanding the effects of hooked-end steel fibre geometry on the uniaxial tensile behaviour of self-compacting concrete. Construction & Building Materials, 2018, 178: 484–494

[23] Elmenshawi A, Brown T. Hysteretic energy and damping capacity of flexural elements constructed with different concrete strengths. Engineering Structures, 2010, 32(1): 297–305

[24] Daniel L, Loukili A. Behavior of high strength fiber-reinforced concrete beams under cyclic loading. ACI Structural Journal, 2002, 99(3): 248–256

[25] Boulekbache B, Hamrat M, Chemrouk M, Amziane S. Flexural behaviour of steel fibre-reinforced concrete under cyclic loading. Construction & Building Materials, 2016, 126: 253–262

[26] Chalioris C E, Kosmidou P K, Karayannis C G. Cyclic response of steel fiber reinforced concrete slender beams: An experimental study. Materials (Basel), 2019, 12(9): 1398

[27] Naghibdehi M G, Naghipour M, Rabiee M. Behaviour of functionally graded reinforced-concrete beams under cyclic loading. Gradevinar, 2015, 67(5): 427–439

[28] Ganesan N, Indira P, Sabeena M. Behaviour of hybrid fibre reinforced concrete beam–column joints under reverse cyclic loads. Materials & Design, 2014, 54: 686–693

[29] Radtke F, Simone A, Sluys L. A computational model for failure analysis of fibre reinforced concrete with discrete treatment of fibres. Engineering Fracture Mechanics, 2010, 77(4): 597–620

[30] Cunha V M, Barros J A, Sena-Cruz J. An integrated approach for modelling the tensile behaviour of steel fibre reinforced self-compacting concrete. Cement and Concrete Research, 2011, 41(1): 64–76

[31] Bitencourt L A Jr, Manzoli O L, Bittencourt T N, Vecchio F J. Numerical modeling of steel fiber reinforced concrete with a discrete and explicit representation of steel fibers. International Journal of Solids and Structures, 2019, 159: 171–190

[32] Huo L, Bi J, Zhao Y, Wang Z. Constitutive model of steel fiber reinforced concrete by coupling the fiber inclining and spacing effect. Construction & Building Materials, 2021, 280: 122423

[33] Chi Y, Xu L, Yu H. Constitutive modeling of steel-polypropylene hybrid fiber reinforced concrete using a non-associated plasticity and its numerical implementation. Composite Structures, 2014, 111: 497–509

[34] Luccioni B, Ruano G, Isla F, Zerbino R, Giaccio G. A simple approach to model SFRC. Construction & Building Materials, 2012, 37: 111–124

[35] Roesler J, Paulino G H, Park K, Gaedicke C. Concrete fracture prediction using bilinear softening. Cement and Concrete Composites, 2007, 29(4): 300–312

[36] AssociationC S. Canadian Highway Bridge Design Code (CHBDC)-Fiber Reinforced Concrete: Annex 8.1 of CSA-S6. 2018

[37] KosmatkaSKerkhoff BMcGrathRHootonR. Design and Control of Concrete Mixtures, eighth Canadian Edition. Ottawa: Cement Association of Canada, 2011

[38] StandardASTMC39/C39M-20. Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. West Conshohocken: ASTM International, 2020

[39] StandardASTMC469/C469M-14. Standard Test Method for Static Modulus of Elasticity and Poisson’s ratio of Concrete in Compression. West Conshohocken: ASTM International, 2014

[40] StandardASTMC496/C496M-17. Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens. West Conshohocken: ASTM International, 2017

[41] StandardASTMC1609/C1609M-19. Standard Test Method for Flexural Performance of Fiber-reinforced Concrete (Using Beam with Third-point Loading). West Conshohocken: ASTM International, 2019

[42] Boulekbache B, Hamrat M, Chemrouk M, Amziane S. Influence of yield stress and compressive strength on direct shear behaviour of steel fibre-reinforced concrete. Construction & Building Materials, 2012, 27(1): 6–14

[43] Lee S C, Oh J H, Cho J Y. Compressive behavior of fiber-reinforced concrete with end-hooked steel fibers. Materials (Basel), 2015, 8(4): 1442–1458

[44] Nataraja M, Dhang N, Gupta A. Stress–strain curves for steel-fiber reinforced concrete under compression. Cement and Concrete Composites, 1999, 21(5−6): 383–390

[45] Ou Y C, Tsai M S, Liu K Y, Chang K C. Compressive behavior of steel-fiber-reinforced concrete with a high reinforcing index. Journal of Materials in Civil Engineering, 2012, 24(2): 207–215

[46] KrenchelH. Fibre Spacing and Specific Fibre Surface. Fibre Reinforced Cement and Concrete. Lancaste: The Construction Press, 1975

[47] Soroushian P, Lee C D. Distribution and orientation of fibers in steel fiber reinforced concrete. ACI Materials Journal, 1990, 87(5): 433–439

[48] Dupont D, Vandewalle L. Distribution of steel fibres in rectangular sections. Cement and Concrete Composites, 2005, 27(3): 391–398

[49] Matzenmiller A, Lubliner J, Taylor R L. A constitutive model for anisotropic damage in fiber-composites. Mechanics of Materials, 1995, 20(2): 125–152

[50] Ren X, Li J. Multi-scale based fracture and damage analysis of steel fiber reinforced concrete. Engineering Failure Analysis, 2013, 35: 253–261

[51] CorporationD S S. Manual, ABAQUS User. 6.10-EF, 2010

[52] Menna D W, Genikomsou A S. Punching shear response of concrete slabs strengthened with ultrahigh-performance fiber-reinforced concrete using finite-element methods. Practice Periodical on Structural Design and Construction, 2021, 26(1): 04020057

[53] Wahalathantri B, Thambiratnam D, Chan T, Fawzia S. A material model for flexural crack simulation in reinforced concrete elements using ABAQUS. In: Proceedings of the First International Conference on Engineering, Designing and Developing the Built Environment for Sustainable Wellbeing. Brisbane: Queensland University of Technology, 2011, 260–264

[54] Kanakubo T. Tensile characteristics evaluation method for ductile fiber-reinforced cementitious composites. Journal of Advanced Concrete Technology, 2006, 4(1): 3–17

[55] R. TC162-TDF. Test and design methods for steel fibre reinforced concrete: Uniaxial tension test for steel fibre reinforced concrete. Materials and Structures, 2001, 34: 3–6

[56] Abrishambaf A, Barros J A, Cunha V M. Tensile stress–crack width law for steel fibre reinforced self-compacting concrete obtained from indirect (splitting) tensile tests. Cement and Concrete Composites, 2015, 57: 153–165

[57] López J Á, Serna P, Navarro-Gregori J, Coll H J C P B E. A simplified five-point inverse analysis method to determine the tensile properties of UHPFRC from unnotched four-point bending tests. Composites. Part B, Engineering, 2016, 91: 189–204

[58] Gao D, Ding C, Pang Y, Chen G. An inverse analysis method for multi-linear tensile stress-crack opening relationship of 3D/4D/5D steel fiber reinforced concrete. Construction & Building Materials, 2021, 309: 125074

[59] RalliZ GGenikomsou A SPantazopoulouS J. Comparative evaluation of nonlinear FEA inverse analysis of tensile properties of UHPFRC. In: FIB Symposium 2021 Concrete Structures: New Trends for Eco-Efficiency and Performance. Lisbon: International Federation for Structural Concrete, 2021

[60] Yang Y, Massicotte B, Genikomsou A S, Pantazopoulou S J, Palermo D. Comparative investigation on tensile behaviour of UHPFRC. Materials and Structures, 2021, 54(4): 147

[61] Genikomsou A S, Polak M A. Finite element analysis of punching shear of concrete slabs using damaged plasticity model in ABAQUS. Engineering Structures, 2015, 98: 38–48

Acknowlegdements

The authors would like to thank the MasterCard Foundation Scholars Program for the financial support provided to the first author.

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