Abstract
High-Performance Fiber-Reinforced Cementitious Composite (HPFRCC) materials exhibit strain hardening in uniaxial, monotonic tension accompanied by multiple cracking. The durability of HPFRCC materials under repeated loading makes them potentially suitable for seismic design applications. In this paper, the strain rate dependence of tensile properties of two HPFRCC materials in cylindrical specimens is reported from a larger study on strain rate effects in tension, compression and cyclic tension–compression loading. The cylindrical specimens were loaded in monotonic tension at strain rates ranging from quasi-static to 0.2 s−1. To evaluate the impact of specimen geometry on tensile response, coupon specimens loaded in monotonic tension under a quasi-static strain rate were compared to corresponding cylindrical specimens made from the same batch of material. Tensile strength and ductility of the HPFRCC materials were significantly reduced with increasing strain rate. Multiple cracking, strain hardening, strain capacity, and the shape of the stress–strain response were found to be dependent on specimen geometry. SEM images taken of the fracture plane of several specimens indicated that pullout and fracture of the fibers occurred for both HPFRCC materials studied here.
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References
Billington SL (2004) Damage-tolerant cement-based materials for performance-based earthquake engineering design: research needs. In: Li VC et al (eds) Fracture mechanics of concrete structures. Aedificatio Publishers, Freiburg, Germany, pp 53–60
Cowell WL (1966) Dynamic properties of plain Portland cement concrete. Technical report no. R447, U.S. Naval Civil Engineering Lab., Port Hueneme, CA
Dilger WH, Koch R, Kowalczyk R (1984) Ductility of plain and confined concrete under different strain rates. J Am Concr Inst 81(1):73–81
Douglas KS (2007) Rate-dependence in high performance fiber-reinforced cementitious composites for seismic retrofits. PhD Thesis, Stanford University, Stanford, CA
Douglas KS, Billington SL (2005) Rate dependence in high-performance fiber-reinforced cement-based composites for seismic applications. Proceedings of the 5th international conference on construction materials, ConMat05, Vancouver, BC, August
Fu HC, Erki MA, Seckin M (1991) Review of effects of loading rate on reinforced concrete. J Struct Eng 117(12):3660–3679
Han TS, Feenstra PH, Billington SL (2003) Simulation of highly ductile fiber-reinforced cement-based composites under cyclic loading. ACI Struct J 100(6):749–757
Kanakubo T, Shimizu K, Katagiri M, Kanda T, Fukuyama H, Rokugo K (2005) Tensile characteristics evaluation of DFRCC—round Robin test results by JCI-TC. In: Li VC, Fischer G (eds) Proceedings of the international workshop on high performance fiber reinforced cementitious composites in structural applications, Honolulu, Hawaii, USA, 23–26 May 2005
Kesner KE, Billington SL (2005) Investigation of infill panels made from engineered cementitious composites for seismic strengthening and retrofit. ASCE J Struct Eng 131(11):1712–1720
Kesner KE, Billington SL, Douglas KS (2003) Cyclic response of highly ductile cement-based composites. ACI Mater J 100(5):381–390
Kim DJ, El-Tawil S, Naaman AE (2009) Rate-dependent tensile behavior of high performance fiber reinforced cementitious composites. Mater Struct 42:399–414
Komlos K (1969) Factors affecting the stress-strain relation of concrete in uniaxial tension. J Am Concr Inst 66(2):111–114
Li VC (2003) On engineered cementitious composites (ECC): a review of the material and its applications. J Adv Concr Technol 1(3):215–230
Li VC, Leung C (1992) Steady-state and multiple cracking of short random fiber composites. J Eng Mech 118(11):2246–2264
Li VC, Mishra DK, Wu HC (1995) Matrix design for Pseudo strain-hardening fiber reinforced cementitious composites. RILEM J Mater Struct 28(183):586–595
Li VC, Wang S, Wu C (2001) Tensile Strain-hardening Behavior of PVA-ECC. ACI Mater J 98(6):483–492
Maalej M, Quek ST, Zhang J (2005) Behavior of hybrid-fiber engineered cementitious composites subjected to dynamic tensile loading and projectile impact. J Mater Civil Eng 17(2):143–152
Mahin SA, Bertero VV (1972) Rate of loading effects on uncracked and repaired reinforced concrete members. Report No. UBC/EERC-72/9, Earthquake Engineering Research Center, University of California, Berkeley
Malvar LJ, Ross CA (1998) Review of strain rate effects for concrete in tension. ACI Mater J 95(6):735–739
Naaman AE (2003) Engineered steel fibers with optimal properties for reinforcement of cement composites. J Adv Concr Technol 1(3):241–252
Naaman AE (2003b). Strain hardening and deflection hardening fiber reinforced cement composites. In: Naaman AE, Reinhardt HW (eds) Fourth international workshop on high performance fiber reinforced cement composites (HPFRCC4), Ann Arbor, USA. RILEM Publications, France, June, pp 95–113
Naaman AE, Reinhardt HW (2003) Preface. In: Naaman AE, Reinhardt HW (eds) Fourth international workshop on high performance fiber reinforced cement composites (HPFRCC4), Ann Arbor, USA. RILEM Publications, France, June, pp XI–XII
Olsen EC, Billington SL (2009) Evaluation of precast, high-performance fiber-reinforced concrete infill panels for seismic retrofit of steel frame buildings: phase 1—cyclic testing of single panel components. Technical report no. 158, John E. Blume Center for Earthquake Engineering, Stanford University, January
Parra-Montesinos G (2003) HPFRCC in earthquake-resistant structures: current knowledge and future trends. In: Naaman AE, Reinhardt HW (eds) High performance fiber-reinforced cement composites, proceedings of the 4th international RILEM Workshop, Ann Arbor, MI. RILEM Publications S.A.R.L., France, pp 453–472
Scott BD, Park R, Priestly MJN (1982) Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates. J Am Concr Inst 79(1):13–27
Soroushian P, Choi K-B, Alhamad A (1986) Dynamic constitutive behavior of concrete. J Am Concr Inst 83(2):251–259
Sparks PR, Menzies JB (1973) The effect of rate of loading upon the static and fatigue strengths of plain concrete in compression. Mag Concr Res 25(83):73–80
Sujivorakul C, Naaman AE (2003) Modeling bond components of deformed steel fibers in FRC composites. In: Naaman AE, Reinhardt HW (eds) Fourth international workshop on high performance fiber reinforced cement composites (HPFRCC4), Ann Arbor, USA. RILEM Publications, France, June, pp 35–48
van Mier JGM, van Vliet MRA (2002) Uniaxial tension test for the determination of fracture parameters of concrete: state of the art. Eng Fract Mech 69:235–247
van Mier JGM, Vervuurt A, Schlangen E (1994) Boundary and size effects in uniaxial tension tests: a numerical and experimental study. In: Bažant ZP (ed) Fracture and damage in quasibrittle structures: experiment, modelling and computer analysis: proceedings of the US-Europe workshop on fracture and damage in quasibrittle structures, Prague, Czech Republic, 21–23 September 1994, pp 289–s302
Wakabayashi M, Nakamura T, Yoshida N, Iwai S, Watanabe Y (1980) Dynamic loading effects on the structural performance of concrete and steel materials and beams. In: Proceedings of the seventh world conference on earthquake engineering, vol 6, part 3, Istanbul, Turkey, pp 271–278
Wang S, Li VC (2005) Polyvinyl alcohol fiber reinforced engineered cementitious composites: material design and performances. In: international workshop on HPFRCC in structural applications, 23–26 May Honolulu, HI, USA
Watstein D (1953) Effect of straining rate on the compressive strength and elastic properties of concrete. J Am Concr Inst 49(8):729–744
Yang E, Li VC (2005) Rate dependencies in engineered cementitious composites. In: International workshop on HPFRCC in structural applications, May 23–26, Honolulu, HI, USA
Acknowledgments
The authors would like to thank Prof. Antoine Naaman for his valuable input at the outset of this research. The authors gratefully acknowledge En-Hua Yang and Prof. Victor C. Li for their contributions in producing the coupon and cylindrical specimens of HP-E2, and testing the coupon specimens of HP-E2, reported in Fig. 7a of this paper. Their efforts and collaboration are greatly appreciated.
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Douglas, K.S., Billington, S.L. Strain rate dependence of HPFRCC cylinders in monotonic tension. Mater Struct 44, 391–404 (2011). https://doi.org/10.1617/s11527-010-9634-4
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DOI: https://doi.org/10.1617/s11527-010-9634-4