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Study on Dynamic Mechanical Properties of Limestone under Uniaxial Impact Compressive Loads

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  • Fei Zou
  • Zheng-feng Fang
  • Ming-yao Xia

Abstract

The dynamic mechanical properties of limestone are studied with 5 types of impact pressure acting on limestone samples in axial direction in this paper. The rubber shaper with a diameter of 5 mm and thickness of 2 mm is adopted. Besides the conical punch of split pressure bar of Hopkinson with a diameter of 50 mm is also used. The half-sinusoid pulse is obtained by using the pulse shaper method and special punch method; the constant strain rate deformation of the sample is realized. Dynamic compressive properties and failure modes of limestone under different impact pressure are investigated. In addition, energy dissipation is studied in the process of experiment. The results show that the dynamic compressive strength of limestone has an exponent relation to strain rate. The failure strain, degree of fragmentation, incident energy, and absorption energy increase, while the energy absorbency decreases with the increasing of strain rate. However, the initial elastic modulus is not sensitive to the strain rate. The research method and conclusions have reference value for the dynamic mechanical properties of other brittle materials.

Suggested Citation

  • Fei Zou & Zheng-feng Fang & Ming-yao Xia, 2016. "Study on Dynamic Mechanical Properties of Limestone under Uniaxial Impact Compressive Loads," Mathematical Problems in Engineering, Hindawi, vol. 2016, pages 1-11, November.
  • Handle: RePEc:hin:jnlmpe:5207457
    DOI: 10.1155/2016/5207457
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