Volume 35 Issue 6
Nov.  2015
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Zhang Yong-liang, Zhu Da-yong, Li Yong-chi, Yao Hua-yan, Huang Rui-yuan, Li Xu-yang. Dynamic mechanical properties of dry and saturated concretes and their mechanism[J]. Explosion And Shock Waves, 2015, 35(6): 864-870. doi: 10.11883/1001-1455(2015)06-0864-07
Citation: Zhang Yong-liang, Zhu Da-yong, Li Yong-chi, Yao Hua-yan, Huang Rui-yuan, Li Xu-yang. Dynamic mechanical properties of dry and saturated concretes and their mechanism[J]. Explosion And Shock Waves, 2015, 35(6): 864-870. doi: 10.11883/1001-1455(2015)06-0864-07

Dynamic mechanical properties of dry and saturated concretes and their mechanism

doi: 10.11883/1001-1455(2015)06-0864-07
  • Received Date: 2013-12-04
  • Rev Recd Date: 2014-04-02
  • Publish Date: 2015-12-10
  • We carried out SHPB tests on dry and saturated concretes using split Hopkinson and they were compared with quasi-static mechanical tests. The results show that the dry and saturated concretes produce an obvious strain rate effect: the ascending part of the stress-strain curve at moderate strain rate is steeper than that of the quasi-static curve; the increasing amplitude of dynamic strength of the saturated concrete, which has a stronger sensitivity to the strain rate, is nearly twice as that of the dry concrete; and there is a threshold of the strain rate, i.e., it is only when the strain rate exceeds this threshold that the dynamic strength of the saturated concrete becomes stronger than that of the dry concrete. Based on the experimental results, the equation showing the relationship between the concrete strength and the strain rate at different saturations is established and given.
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  • [1]
    Bjerkli L, Jensen J, Lenschow R. Strain development and static compressive strength of concrete exposed to water pressure loading[J]. ACI Structural Journal, 1993, 90(3): 310-315. https://www.concrete.org/publications/internationalconcreteabstractsportal/m/details/id/4189
    [2]
    Ross C A, Jerome D M, Tedesco J W, et al. Moisture and strain rate effects on concrete strength[J]. ACI Materials Journal, 1996, 93(3): 293-300. https://www.concrete.org/publications/internationalconcreteabstractsportal.aspx?m=details&ID=9814
    [3]
    Rossi P, Van Mier J G M, Boulay C. The dynamic behaviour of concrete: Influence of free water[J]. Materials and Structures, 1992, 25(9): 509-514. doi: 10.1007/BF02472446
    [4]
    Rossi P. Influence of cracking in the presence of free water on the mechanical behaviour of concrete[J]. Magazine of Concrete Research, 1991, 43(154): 53-57. doi: 10.1680/macr.1991.43.154.53
    [5]
    Mehta P K, Nonteiro P J M. Concrete: Microstructure, properties and materials[M]. Indian Concrete Institute, 1997.
    [6]
    Vu X H, Malecot Y, Daudeville L, et al. Analysis of concrete behavior under high confinemen: Effect of the saturation ratio[J]. International Journal of Solids and Structures, 2009, 46(5): 1105-1120. doi: 10.1016/j.ijsolstr.2008.10.015
    [7]
    王海龙, 李庆斌.不同加载速率下干燥与饱和混凝土抗压性能试验研究分析[J].水利发电学报, 2007, 26(1): 84-89.

    Wang Hai-long, Li Qing-bin. Experiments of the compressive properties of dry and saturated concrete under different loading rates[J]. Journal of Hydroelectric Engineering, 2007, 26(1): 84-89.
    [8]
    胡时胜, 王道荣.冲击载荷下混凝土材料的动态本构关系[J].爆炸与冲击, 2002, 22(3): 242-246. http://www.bzycj.cn/article/id/10155

    Hu Shi-sheng, Wang Dao-rong. Dynamic constitutive relation of concrete under impact[J]. Explosion and Shock Waves, 2002, 22(3): 242-246. http://www.bzycj.cn/article/id/10155
    [9]
    吕培印, 宋玉普, 侯景鹏.一向侧压混凝土在不同加载速率下的受压试验及其破坏准则[J].工程力学, 2002, 19(5): 67-71. http://d.wanfangdata.com.cn/periodical/gclx200205013

    Lü Pei-yin, Song Yu-pu, Hou Jing-peng. Experimental study and failure criterion of compressive concrete under various loading rates with uniaxial lateral confinement[J]. Engineering Mechanics, 2002, 19(5): 67-71. http://d.wanfangdata.com.cn/periodical/gclx200205013
    [10]
    李赞成, 张韬, 陈磊.湿饱和混凝土抗侵彻性能分析[J].弹箭与制导学报, 2009, 29(4): 106-108.

    Li Zan-cheng, Zhang Tao, Chen Lei. The analysis on anti-penetration performance of moist saturated concrete[J]. Journal of Projectiles, Rockets, Missiles and Guidance, 2009, 29(4): 106-108.
    [11]
    Rossi P, Van Mier J G M, Toutlemonde F, et al. Effect of loading rate on the strength of concrete subjected to uniaxial tension[J]. Materials and Structures, 1994, 27(5): 260-264. doi: 10.1007/BF02473042
    [12]
    Rossi P. Strain rate effects in concrete structures: The LCPC experience[J]. Materials and Structures, 1997(3): 54-62. doi: 10.1007/BF02539277
    [13]
    Zheng D, Li Q. An explanation for rate effect of concrete strength based on fracture toughness including free water viscosity[J]. Engineering Fracture Mechanics, 2004, 71(16/17): 2319-2327.
    [14]
    周志芳.裂隙介质水动力学原理[M].北京: 高等教育出版社, 2007.
    [15]
    Yaman I O, Hearn N, et al. Active and non-active porosity in concrete part Ⅰ: Experimental evidence[J]. Materials and Structures, 2002, 35(2): 102-109. doi: 10.1007/BF02482109
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