Abstract
Experimental investigation was conducted to characterize the responses of high performance concrete (HPC) subjected to multiaxial compressive stresses. The HPC specimens were prepared with three different mix proportions, which corresponds to three different uniaxial compressive strengths. The cubic specimens with size of 100 mm for each edge were tested with servo-hydraulic actuators at different stress ratios. The principal stresses and strains of the specimens were recorded, and the failure of the cubic specimens under various stress states was examined. The experimental results indicated that the stress states and stress ratios had significant influence on the strength and deformation of HPC under biaxial and triaxial compression, especially under triaxial compression. Failure criteria were proposed for the HPC specimens under biaxial and triaxial compressive loading. The test results provided a valuable reference for obtaining multi-axial constitutive law for HPC.
Similar content being viewed by others
References
Mehta P K, Paulo J M M. Concrete Microstructure, Properties, and Materials. New York: MeGraw Hill, 2006
Iravani S. Mechanical properties of high-performance concrete. ACI Mater J, 1996, 93: 416–426
Neville A, Aitcin P C. High performance concrete-an overview. Mater Struct, 1998, 31: 111–117
Kjellsen K O, Wallevik O H, Fjällberg L. Microstructure and microchemistry of the paste-aggregate interfacial transition zone of high-performance concrete. Adv Cem Res, 1998, 10: 33–40
Hassan K E, Cabrera J G, Maliehe R S. The effect of mineral admixtures on the properties of high-performance concrete. Cem Con Comp, 2000, 22: 267–271
Einsfeld R A, Velasco M S. Fracture parameters for high-performance concrete. Cem Con Res, 2006, 36: 576–583
Kupfer H, Hilsdorf H K, Rusch H, et al. Behavior of concrete under biaxial stresses. ACI J Proc, 1969, 66: 656–666
Gerstle K H, Zimmerman R M, Winkler H, et al. Behavior of concrete under multiaxial stress states. ASCE J Eng Mech, 1980, 106: 1383–1403
Lan S R, Guo Z H. Experimental investigation of multiaxial compressive strength of concrete under different stress paths. ACI Mater J, 1997, 94: 428–434
Lee S K, Song Y C, Han S H. Biaxial behavior of plain concrete of nuclear containment building. Nucl Eng Des, 2004, 227: 143–153
Nelissen L J M, Biaxial Testing of Normal Concrete. Heron, 1972, 18
Tasuji M E, Slate F O, Nilson A H. Stress-strain response and fracture of concrete in biaxial loading. ACI J, 1978, 75: 306–312.
Wang C Z, Guo Z H, Zhang X Q, et al. Experimental investigation of biaxial and triaxial compressive concrete strength. ACI Mater J, 1987, 84: 92–100
Mills L L, Zimmerman R M. Compressive strength of plain concrete under multiaxial loading conditions. ACI J Proc, 1970, 67: 802–807
Van Mier J G M, Fracture of concrete under complex stresses. Heron, 1986, 31: 1–90
Zhou J J, Pan J L, Leung C K Y, et al. Experimental study on mechanical behaviors of pseudo-ductile cementitious composites under biaxial compression. Sci China Tech Sci, 2013, 56: 963–969
Chen R L. Behavior of high-strength concrete in biaxial compression. Dissertation of Doctoral Degree. Austin: University of Texas, 1984 Ren X D, Yang W Z, Zhou Y, et al. Behavior of high-performance concrete under uniaxial and biaxial loading. ACI Mater J, 2008, 105: 548–557
Hussein A, Marzouk H. Behavior of high strength concrete under bixial stresses. ACI Mater J, 2000, 97: 27–36
Lim D H, Nawy E G. Behaviour of plain and steel-fibre-reinforced high-strength concrete under uniaxial and biaxial compression. Mag Con Res, 2005, 57: 603–610
Hampel T, Speck K, Scheerer S, et al. High-performance concrete under biaxial and triaxial loads. ASCE J Eng Mech, 2009, 135: 1274–1280
He Z J, Song Y P. Triaxial strength and failure criterion of plain high-strength and high-performance concrete before and after high temperatures. Cem Con Res, 2010, 40: 171–178
Palaniswamy R, Shah S P. Fracture and stress-strain relationship of concrete under triaxial compression. ASCE J Struct Div, 1974, 100: 901–916
Ansari F, Li Q B. High-strength concrete subjected to triaxial compression. ACI Mater J, 1998, 95: 747–755
Lu X, Hsu C T T. Behavior of high strength concrete with and without steel fiber reinforcement in triaxial compression. Cem Con Res, 2006, 36: 1679–1685
Candappa D C, Sanjayan J G, Setunge S. Complete triaxial stress-strain curves of high-strength concrete. ASCE J Mater Civ Eng, 2001, 13: 209–215
Nielsen C V. Triaxial behavior of high-strength concrete and mortar. ACI Mater J, 1998, 95: 144–151
Bongers J P W, Rutten H S. Concrete in multiaxial compression-a multilevel analysis. Heron, 1998, 43: 159–180
Von Geel H J G M. Concrete behavior in multiaxial compression-experimental research. Dissertation of Doctoral Degree. Netherlands: Eindhoven University of Technology, 1992
Von Mier J G M. Framework for a generalized four-stage fracture model of cement-based material. Eng Fract Mech, 2008, 75: 5072–5086
Yu T Q, Wang X W, Liu X L, et al. Constitutive Equations for Materials of Concrete and Soil. Beijing: China Architecture and Building Press, 2004. 23–35
Ottosen N S. A failure criterion for concrete. ASCE J Eng Mech Div, 1977, 103: 527–535
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Zhou, J., Pan, J., Leung, C.K.Y. et al. Experimental study on mechanical behavior of high performance concrete under multi-axial compressive stress. Sci. China Technol. Sci. 57, 2514–2522 (2014). https://doi.org/10.1007/s11431-014-5716-9
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11431-014-5716-9