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Chinese Journal of High Pressure Physics  > 2017  >  31(3): 261-270.
GAO Guang-Fa. Effect of Strain-Rate Hardening on Dynamic Compressive Strength of Plain Concrete[J]. Chinese Journal of High Pressure Physics, 2017, 31(3): 261-270. doi: 10.11858/gywlxb.2017.03.007
Citation: GAO Guang-Fa. Effect of Strain-Rate Hardening on Dynamic Compressive Strength of Plain Concrete[J]. Chinese Journal of High Pressure Physics, 2017, 31(3): 261-270. doi: 10.11858/gywlxb.2017.03.007
shu

Effect of Strain-Rate Hardening on Dynamic Compressive Strength of Plain Concrete

doi: 10.11858/gywlxb.2017.03.007

  • School of Mechanical Engineering, Nanjing University of Science and Technology, Nanjing 210094, China

  • Received Date: 11 Aug 2016
  • Rev Recd Date: 06 Dec 2016
    Abstract
  • Plain concrete exhibits a significant strain rate hardening effect, and the relationship between the dynamic increase factor (DIF) and the corresponding strain rate at high strain rates is obviously different from that at low strain rates.In this paper, we collected and examined a large number of dynamic compression test data of plain concrete from the public literatures in the past 30 years.Based on the comparison among these data, we analyzed the relationship between the DIF and the strain rate in different strain rate regions and then investigated the influences of the static compressive strength on the DIF of compressive strength.Finally, we proposed a new relation between the DIF and the compressive strain rate of concrete.The results show that the DIF of compressive strength of the concrete increases linearly approximately with the increase of the strain rate; there are three different regions in the DIF of the compressive strength versus the strain rate curve, and the slope of the curve in the high strain rate region is the highest, but there is no notable relationship between the slope and the quasi-static compressive strength.

     

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    • References(55)
  • [1]
    ABRAM D A.Effect of rate of application of load on the compressive strength of concrete [J].Am Soc Test Mater, 1917, 17(2):364-377.
    [2]
    FU H C, ERKI M A, SECKIN M.Review of effects of loading rate on concrete in compression [J].J Struct Eng, 1991, 117(12):3645-3659. doi: 10.1061/(ASCE)0733-9445(1991)117:12(3645)
    [3]
    BISCHOFF P H, PERRY S H.Compressive behaviour of concrete at high strain rates [J].Mater Struct, 1991, 24(6):425-450. doi: 10.1007/BF02472016
    [4]
    EIBL J, SCHMIDT-HURTIENNE B.Strain-rate-sensitive constitutive law for concrete [J].J Eng Mech, 1999, 125(12):1411-1420. doi: 10.1061/(ASCE)0733-9399(1999)125:12(1411)
    [5]
    COMMITTEE EURO-INTERNATIONAL DU BETON.Concrete structures under impact and impulsive loading [Z].Bulletin d'Information, Lausanne, 1988.
    [6]
    COMMITTEE EURO-INTERNATIONAL DU BETON.CEB-FIP model code 1990 [M].Lausanne:Committee Euro-International du Beton, 1993.
    [7]
    RIEDEL W, THOMA K, HIERMAIER S.Penetration of reinforced concrete by BETA-B-500 numerical analysis using a new macroscopic concrete model for hydrocodes [C]// Proceeding of 9th International Symposium on Interaction of the Effect of Munitions with Structures.Berlin-Strausberg, Germany, 1999: 315-322. https://wenku.baidu.com/view/140fe7dbac51f01dc281e53a580216fc700a533a.html
    [8]
    LI Q M, MENG H.About the dynamic strength enhancement of concrete-like materials in a split Hopkinson pressure bar test [J].Int J Solids Struct, 2003, 40(2):343-360. doi: 10.1016/S0020-7683(02)00526-7
    [9]
    LU Y B, LI Q M.About the dynamic uniaxial tensile strength of concrete-like materials [J].Int J Impact Eng, 2011, 38(4):171-180. doi: 10.1016/j.ijimpeng.2010.10.028
    [10]
    MIHASHI H, WITTMANN F H.Stochastic approach to study the influence of rate of loading on strength of concrete [J].HERON, 1980, 25(3):73-80. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=0520071206690439
    [11]
    HOLMQUIST T J, JOHNSON G R.A computational constitutive model for glass subjected to large strains, high strain rates and high pressures [J].J Appl Mech, 2011, 78(5):051003. doi: 10.1115/1.4004326
    [12]
    FILIATRAULT A.Stress-strain behavior of reinforcing steel and concrete under seismic strain rates and low temperatures [J].Mater Struct, 2005, 34(238):235-239. doi: 10.1617/13597
    [13]
    SHKOLNIK I E.Evaluation of dynamic strength of concrete from results of static tests [J].J Eng Mech, 1996, 122(12):1133-1138. doi: 10.1061/(ASCE)0733-9399(1996)122:12(1133)
    [14]
    TANG T, MALVERN L E, JENKINS D A.Rate effects in uniaxial dynamic compression of concrete [J].J Eng Mech, 1992, 118(1):108-124. doi: 10.1061/(ASCE)0733-9399(1992)118:1(108)
    [15]
    TEDESCO J W, ROSS C A.Strain-rate-dependent constitutive equations for concrete [J].J Pressure Vessel Technol, 1998, 120(4):398-405. doi: 10.1115/1.2842350
    [16]
    GROTE D L, PARK S W, ZHOU M.Dynamic behavior of concrete at high strain rates and pressures:Ⅰ.experimental characterization [J].Int J Impact Eng, 2001, 25(9):869-886. doi: 10.1016/S0734-743X(01)00020-3
    [17]
    ZHOU X Q, HAO H.Modelling of compressive behaviour of concrete-like materials at high strain rate [J].Int J Solids Struct, 2008, 45(17):4648-4661. doi: 10.1016/j.ijsolstr.2008.04.002
    [18]
    XU H, WEN H M.Semi-empirical equations for the dynamic strength enhancement of concrete-like materials [J].Int J Impact Eng, 2013, 60:76-81. doi: 10.1016/j.ijimpeng.2013.04.005
    [19]
    SONG Z.Computational mesoscale modelling of concrete material under high strain rate loading [D].Edinburgh: University of Edinburgh, 2013. https://www.era.lib.ed.ac.uk/handle/1842/7637
    [20]
    SONG Z, LU Y.Mesoscopic analysis of concrete under excessively high strain rate compression and implications on interpretation of test data [J].Int J Impact Eng, 2012, 46:41-55. doi: 10.1016/j.ijimpeng.2012.01.010
    [21]
    PARKS P R, MENZIES J B.The effect of rate of loading upon the static and fatigue strengths of plain concrete in compression [J].Mag Concr Res, 1973, 25(83):73-80. doi: 10.1680/macr.1973.25.83.73
    [22]
    HAO Y, HAO H.Numerical evaluation of the influence of aggregates on concrete compressive strength at high strain rate [J].Int J Prot Struct, 2011, 2(2):177-206. doi: 10.1260/2041-4196.2.2.177
    [23]
    AFFES R, DELENNE J Y, MONERIE Y, et al.Tensile strength and fracture of cemented granular aggregates [J].Eur Phys J E, 2012, 35(11):117. doi: 10.1140/epje/i2012-12117-7
    [24]
    EVANS R H.Effect of rate of loading on the mechanical properties of some materials [J].J Inst Civ Eng, 1942, 18(7):296-306. doi: 10.1680/ijoti.1942.13813
    [25]
    HUGHES B P, WATSON A J.Compressive strength and ultimate strain of concrete under impact loading [J].Mag Concr Res, 1978, 30(105):189-199. doi: 10.1680/macr.1978.30.105.189
    [26]
    KLEPACZKO J R.Behavior of rock-like materials at high strain rates in compression [J].Int J Plast, 1990, 6(4):415-432. doi: 10.1016/0749-6419(90)90011-3
    [27]
    FORQUIN P, GARY G, GATUINGT F.A testing technique for concrete under confinement at high rates of strain [J].Int J Impact Eng, 2008, 35(6):425-446. doi: 10.1016/j.ijimpeng.2007.04.007
    [28]
    ZHENG S, HAUSSLER-COMBE U, EIBL J.New approach to strain rate sensitivity of concrete in compression [J].J Eng Mech, 1999, 125(12):1403-1410. doi: 10.1061/(ASCE)0733-9399(1999)125:12(1403)
    [29]
    SIERAKOWSKI R L, ADELI H.The dynamic behavior of concrete materials [J].Le Journal de Physique Colloques, 1985, 46(C5):81-89. https://www.researchgate.net/publication/45848272_THE_DYNAMIC_BEHAVIOR_OF_CONCRETE_MATERIALS
    [30]
    RIISGAARD B, NGO T, MENDIS P, et al.Dynamic increase factors for high performance concrete in compression using split Hopkinson pressure bar [C]//6th International Conference on Fracture Mechanics of Concrete and Concrete Structures, 2007.
    [31]
    PAJA K M.The influence of the strain rate on the strength of concrete taking into account the experimental techniques [J].Architect Civil Eng Environ, 2011, 3:77-86. http://cn.bing.com/academic/profile?id=01ea7c7e44550342e018fa23a00e9b05&encoded=0&v=paper_preview&mkt=zh-cn
    [32]
    MALVAR L J, CRAWFORD J E.Dynamic increase factors for concrete: ADA500715 [R].Naval Facilities Engineering Service Center, 1998.
    [33]
    DARGEL H J.Zur rechnerischen analyse von stahl-betontragwerken unter stossartiger beanspruchung [D].Germany: Darmstadt University, 1984.
    [34]
    DILGER W H, KOCH R, KOWALCZYK R.Ductility of plain and confined concrete under different strain rates [J].ACI J Proc, 1984, 81(1):73-81. http://cn.bing.com/academic/profile?id=6159343e4918b3f7428705ed3082c499&encoded=0&v=paper_preview&mkt=zh-cn
    [35]
    GRAN J K, FLORENCE A L, COLTON J D.Dynamic triaxial tests of high-strength concrete [J].J Eng Mech, 1989, 115(5):891-904. doi: 10.1061/(ASCE)0733-9399(1989)115:5(891)
    [36]
    YAN D, LIN G.Influence of initial static stress on the dynamic properties of concrete [J].Cem Concr Compos, 2008, 30(4):327-333. doi: 10.1016/j.cemconcomp.2007.11.004
    [37]
    GARY G, BAILLY P.Behaviour of quasi-brittle material at high strain rate:experiment and modeling [J].Eur J Mech, 1998, 17(3):403-420. doi: 10.1016/S0997-7538(98)80052-1
    [38]
    LU Y, XU K.Modelling of dynamic behaviour of concrete materials under blast loading [J].Int J Solids Struct, 2004, 41(1):131-143. doi: 10.1016/j.ijsolstr.2003.09.019
    [39]
    ZHOU X Q, HAO H.Modelling of compressive behaviour of concrete-like materials at high strain rate [J].Int J Solids Struct, 2008, 45(17):4648-4661. doi: 10.1016/j.ijsolstr.2008.04.002
    [40]
    MALVERN L E, ROSS C A.Dynamic response of concrete and concrete structures: ADA173082 [R].Gainesville: University of Florida, 1985.
    [41]
    ROSS C A.Crack patterns resulting from high strain-rate tests on concrete: ADA260240 [R].Air Base Survivability Branch, 1992.
    [42]
    ROSS C A, TEDESCO J W, KUENNEN S T.Effects of strain rate on concrete strength [J]. ACI Mater J, 1995, 92(1):37-47. http://d.old.wanfangdata.com.cn/OAPaper/oai_doaj-articles_a28617d535b91b4d16bf48512a07e322
    [43]
    BISCHOFF P H, PERRY S H.Impact behavior of plain concrete loaded in uniaxial compression [J].J Eng Mech, 1995, 121(6):685-693. doi: 10.1061/(ASCE)0733-9399(1995)121:6(685)
    [44]
    RUIZ G, ZHANG X X, POVEDA E, et al.Fracture behaviour of high-strength concrete at different loading rates [J].Fract Mech Concr Concr Struct, 2010, 7:445-450. http://www.sciencedirect.com/science/article/pii/S0734743X09000803
    [45]
    MU Z C, DANCYGIER A N, ZHANG W, et al.Revisiting the dynamic compressive behavior of concrete-like materials [J].Int J Impact Eng, 2012, 49:91-102. doi: 10.1016/j.ijimpeng.2012.05.002
    [46]
    HAO Y, HAO H, LI Z X.Influence of end friction confinement on impact tests of concrete material at high strain rate [J].Int J Impact Eng, 2013, 60:82-106. doi: 10.1016/j.ijimpeng.2013.04.008
    [47]
    SCHWER L E.Strain rate induced strength enhancement in concrete: much ado about nothing [C]//7th European LS-DYNA Conference, 2009.
    [48]
    KOTSOVOS M D, PAVLOVIC M N.Discussion:impact behavior of plain concrete loaded in uniaxial compression [J].J Eng Mech, 1997, 123(7):763-763. doi: 10.1061/(ASCE)0733-9399(1997)123:7(763)
    [49]
    ELMER W, TACIROGLU E, MCMICHAEL L.Dynamic strength increase of plain concrete from high strain rate plasticity with shear dilation [J].Int J Impact Eng, 2012, 45:1-15. doi: 10.1016/j.ijimpeng.2012.01.003
    [50]
    LI Q M, LU Y B, MENG H.Further investigation on the dynamic compressive strength enhancement of concrete-like materials based on split Hopkinson pressure bar tests.Part Ⅱ:numerical simulations [J].Int J Impact Eng, 2009, 36(12):1335-1345. doi: 10.1016/j.ijimpeng.2009.04.010
    [51]
    TOKYAY M, OZDEMIR M.Specimen shape and size effect on the compressive strength of higher strength concrete [J].Cem Concr Res, 1997, 27(8):1281-1289. doi: 10.1016/S0008-8846(97)00104-X
    [52]
    YI S T, YANG E I, CHOI J C.Effect of specimen sizes, specimen shapes, and placement directions on compressive strength of concrete [J].Nucl Eng Des, 2006, 236(2):115-127. doi: 10.1016/j.nucengdes.2005.08.004
    [53]
    YAZICI S, INAN SEZER G.The effect of cylindrical specimen size on the compressive strength of concrete [J].Build Environ, 2007, 42(6):2417-2420. doi: 10.1016/j.buildenv.2006.06.014
    [54]
    DEL VISO J R, CARMONA J R, RUIZ G.Shape and size effects on the compressive strength of high-strength concrete [J].Cem Concr Res, 2008, 38(3):386-395. doi: 10.1016/j.cemconres.2007.09.020
    [55]
    PARK S W, XIA Q, ZHOU M.Dynamic behavior of concrete at high strain rates and pressures:Ⅱ.numerical simulation [J].Int J Impact Eng, 2001, 25(9):887-910. doi: 10.1016/S0734-743X(01)00021-5
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