Browse > Article
http://dx.doi.org/10.12989/cac.2018.21.2.209

Compressive behavior of concrete under high strain rates after freeze-thaw cycles  

Chen, Xudong (College of Civil and Transportation Engineering, Hohai University)
Chen, Chen (College of Civil and Transportation Engineering, Hohai University)
Liu, Zhiheng (College of Civil and Transportation Engineering, Hohai University)
Lu, Jun (Department of Materials and Structural Engineering, Nanjing Hydraulic Research Institute)
Fan, Xiangqian (Department of Materials and Structural Engineering, Nanjing Hydraulic Research Institute)
Publication Information
Computers and Concrete / v.21, no.2, 2018 , pp. 209-217 More about this Journal
Abstract
The dynamic compressive behavior of concrete after freezing and thawing tests are investigated by using the split Hopkinson pressure bar (SHPB) technique. The stress-strain curves of concrete under dynamic loading are measured and analyzed. The setting numbers of freeze-thaw cycles are 0, 25, 50, and 75 cycles. Test results show that the dynamic strength decreases and peak strain increases with the increasing of freeze-thaw cycles. Based on the Weibull distribution model, statistical damage constitutive model for dynamic stress-strain response of concrete after freeze-thaw cycles was proposed. At last, the fragmentation test of concrete subjected to dynamic loading and freeze-thaw cycles is carried out using sieving statistics. The distributions of the fragment sizes are analyzed based on fractal theory. The fractal dimensions of concrete increase with the increasing of both freeze-thaw cycle and strain rate. The relations among the fractal dimension, strain rates and freeze-thawing cycles are developed.
Keywords
concrete; dynamic compressive behavior; freeze-thaw; fractal theory; strain rate;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
연도 인용수 순위
1 Aitcin, P.C. (2003), "The durability characteristics of high performance concrete: a review", Cement Concrete Compos., 25(4-5), 409-420.   DOI
2 ASTM C215 (2014), Standard Test Method for Fundamental Transverse, Longitudinal, and Torsional Resonant Frequencies of Concrete Specimens, ASTM International, West Conshohocken, PA, USA.
3 ASTM C666 (2015), Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing, ASTM International, West Conshohocken, PA, USA.
4 Chen, F. and Qiao, P. (2015), "Probabilistic damage modeling and service-life prediction of concrete under freeze-thaw action", Mater. Struct., 48(8), 2697-2711.   DOI
5 Chen, J.J., Guo, B.Q., Liu, H.B., Liu, H. and Chen, P.W. (2014), "Dynamic Brazilian test of brittle materials using the split Hopkinson pressure bar and digital image correlation", Strain, 50(6), 563-570.   DOI
6 Chen, X., Wu, S. and Zhou, J. (2013), "Experimental and modeling study of dynamic mechanical properties of cement paste, mortar and concrete", Constr. Build. Mater., 47(10), 419-430.   DOI
7 Chen, X., Wu, S. and Zhou, J. (2014), "Experimental study on dynamic tensile strength of cement mortar using split hopkinson pressure bar technique", J. Mater. Civil Eng., ASCE, 26(6), 150-153.
8 Chen, X., Xu, L. and Wu, S. (2015), "Influence of pore structure on mechanical behavior of concrete under high strain rates", J. Mater. Civil Eng., ASCE, 28(2), 04015110.
9 Choi, W.C. and Yun, H.D. (2014), "Acoustic emission activity of CFRP-strengthened reinforced concrete beams after freeze-thaw cycling", Cold Reg. Sci. Tech., 110, 47-58.
10 Daghash, S.M., Soliman, E.M., Kandil, U.F. and Taha, M.M.R. (2016), "Improving impact resistance of polymer concrete using CNTs", Int. J. Concrete Struct. Mater., 10(4), 1-15.
11 Jin, S., Zhang, J. and Huang, B. (2013), "Fractal analysis of effect of air void on freeze-thaw resistance of concrete", Constr. Build. Mater., 47(5), 126-130.   DOI
12 Hu, J., Qian, Z., Wang, D. and Oeser, M. (2015), "Influence of aggregate particles on mastic and air-voids in asphalt concrete", Constr. Build. Mater., 93, 1-9.   DOI
13 Issa, M.A., Islam, M.S. and Chudnovsky, A. (2003), "Fractal dimension-a measure of fracture roughness and toughness of concrete", Eng. Fract. Mech., 70(1), 125-137.   DOI
14 Jiang, L., Niu, D., Yuan, L. and Fei, Q. (2014) "Durability of concrete under sulfate attack exposed to freeze-thaw cycles", Cold Reg. Sci. Tech., 112, 112-117.
15 Li, W., Luo, Z., Wu, C. and Shah, S.P. (2017), "Experimental and numerical studies on impact behaviors of recycled aggregate concrete-filled steel tube after exposure to elevated temperature", Mater. Des., 136, 103-118.   DOI
16 Lai, Y., Guo, H. and Dong, Y. (2009), "Laboratory investigation on the cooling effect of the embankment with l-shaped thermosyphon and crushed-rock revetment in permafrost regions", Cold Reg. Sci. Tech., 58(3), 143-150.   DOI
17 Lai, Y., Li, S., Qi, J., Gao, Z. and Chang, X. (2008), "Strength distributions of warm frozen clay and its stochastic damage constitutive model", Cold Reg. Sci. Tech., 53(2), 200-215.   DOI
18 Li, W., Luo, Z., Long, C. and Shah, S.P. (2016), "Effects of nanoparticle on the dynamic behaviors of recycled aggregate concrete under impact loading", Mater. Des., 112, 58-66.   DOI
19 Li, W., Pour-Ghaz, M., Castro, J. and Weiss, J. (2012), "Water absorption and critical degree of saturation relating to freezethaw damage in concrete pavement joints", J. Mater. Civil Eng., ASCE, 24(3), 299-307.   DOI
20 Lim, K.M., Shin, H.O., Kim, D.J., Yoon, Y.S. and Lee, J.H. (2016), "Numerical assessment of reinforcing details in beamcolumn joints on blast resistance", Int. J. Concrete Struct. Mater., 10(s3), 1-10.
21 Liu, M.H. and Wang, Y.F. (2012), "Damage constitutive model of fly ash concrete under freeze-thaw cycles", ASCE J. Mater. Civil Eng., 24(9), 1165-1174.   DOI
22 Pia, G., and Sanna, U. (2013), "A geometrical fractal model for the porosity and thermal conductivity of insulating concrete", Constr. Build.Mater., 44, 551-556.   DOI
23 Lu, H., Peterson, K. and Chernoloz, O. (2016), "Measurement of entrained air-void parameters in portland cement concrete using micro x-ray computed tomography", Int. J. Pavement Eng., 6, 1-13.
24 Mazars, J. and Pijaudier-Cabot, G. (1989), "Continuum damage theory-application to concrete", J. Eng. Mech., ASCE, 115(2), 345-365.   DOI
25 Ozbolt, J., Sharma, A., Irhan, B. and Sola, E. (2014), "Tensile behavior of concrete under high loading rates", Int. J. Impact Eng., 69, 55-68.   DOI
26 Richard, B., Quiertant, M., Bouteiller, V., Delaplace, A., Ragueneau, F. and Cremona, C. (2016). Experimental and numerical analysis of corrosion-induced cover cracking in reinforced concrete sample", Comput Concrete, 18(3), 421-439.   DOI
27 Richardson, D.N. and Lusher, S.M. (2015), "Prediction of freezing-and-thawing durability of concrete", ACI Mater. J., 112(3), 439-450.
28 Safiuddin, M., Gonzalez, M., Cao, J. and Tighe, S.L. (2014), "State-of-the-art report on use of nano-materials in concrete", Int. J. Pavement Eng., 15(10), 940-949.   DOI
29 Shang, H.S., Zhao, T.J. and Cao, W.Q. (2015), "Bond behavior between steel bar and recycled aggregate concrete after freezethaw cycles", Cold Reg. Sci. Tech., 118, 38-44.   DOI
30 Sun, W., Mu, R., Luo, X. and Miao, C. (2002), "Effect of chloride salt, freeze-thaw cycling and externally applied load on the performance of the concrete", Cement Concrete Res., 32(12), 1859-1864.   DOI
31 Sun, W., Zhang, Y.M., Yan, H.D. and Mu, R. (1999), "Damage and damage resistance of high strength concrete under the action of load and freeze-thaw cycles", Cement Concrete Res., 29(9), 1519-1523.   DOI
32 Tanyildizi, H. (2017), "Prediction of compressive strength of lightweight mortar exposed to sulfate attack", Comput Concrete, 19(2), 217-226.   DOI
33 Tian, Z., Bu, J., Bian, C. and Peng, Z. (2016), "Effect of strain rate and saturation on uniaxial dynamic compressive behaviours of mortar", Int. J. Pavement Eng., 17(9), 789-798.   DOI
34 Wang, Z.L., Liu, Y.S. and Shen, R.F. (2008), "Stress-strain relationship of steel fiber-reinforced concrete under dynamic compression", Constr. Build. Mater., 22(5), 811-819.   DOI
35 Xiao, J., Li, L., Shen, L. and Chi, S.P. (2015), "Compressive behaviour of recycled aggregate concrete under impact loading", Cement Concrete Compos., 71, 46-55.   DOI
36 Yang, X. and Wang, F. (2015), "Random-fractal-method-based generation of meso-model for concrete aggregates", Powder Tech., 284(14), 63-77.   DOI
37 Yun, Y. and Wu, Y.F. (2011), "Durability of CFRP-concrete joints under freeze-thaw cycling", Cold Reg. Sci. Tech., 65(3), 401-412.   DOI
38 Zhang, X.X., Elazim, A.M.A., Ruiz, G. and Yu, R.C. (2014), "Fracture behaviour of steel fibre-reinforced concrete at a wide range of loading rates", Int. J. Impact Eng., 71(6), 89-96.   DOI
39 Zhou, Z., Li, X., Zuo, Y. and Hong, L. (2006), "Fractal characteristics of rock fragmentation at strain rate of $10^{0}\;-10^{2}\;s^{-1}$", J. Central South Univ. Technol., Mater. Sci. Edi., 13(3), 290-294.   DOI