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Volume 31 Issue 5
Nov 2017
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Chinese Journal of High Pressure Physics  > 2017  >  31(5): 593-602.
GAO Guang-Fa. Hardening Effect of the Strain Rate on the Dynamic Tensile Strength of the Plain Concrete[J]. Chinese Journal of High Pressure Physics, 2017, 31(5): 593-602. doi: 10.11858/gywlxb.2017.05.013
Citation: GAO Guang-Fa. Hardening Effect of the Strain Rate on the Dynamic Tensile Strength of the Plain Concrete[J]. Chinese Journal of High Pressure Physics, 2017, 31(5): 593-602. doi: 10.11858/gywlxb.2017.05.013
shu

Hardening Effect of the Strain Rate on the Dynamic Tensile Strength of the Plain Concrete

doi: 10.11858/gywlxb.2017.05.013

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

  • Received Date: 10 Jan 2017
  • Rev Recd Date: 20 Mar 2017
    Abstract
  • Concrete is a widely used engineering material and it is of great significance to study its dynamic properties.The tensile strength of concrete materials is obviously affected by the strain rate's hardening effect.Obvious difference exists in the relationships of the dynamic increase factors (ψDIF) and the strain rates as a result of difference between a low strain rate and a high strain rate.In the present study, a mass of test data collected from the published literatures were compared and discussed.The relationships in different strain rate regions between the ψDIF and the strain rate were analyzed.The influences of the test methods, such as spalling, split and direct tension, on the tensile strain rate effect were researched.Finally, the relationships between the ψDIF and the strain rate of the concrete material, including compression and tension, were proposed.The results show that the values of the ψDIF of the tensile strength of the concrete increase with the increase of the strain rate, and approximately satisfy the linear relationship; that the strain rate hardening effect of the tensile ψDIF of concrete at high strain rates is obviously different from that at low strain rates; and that in both the low strain rate region and the high strain rate region, the relationships between the ψDIF of the tensile strength of concrete with different test methods and the strain rate have similar regularities.

     

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