Volume 40 Issue 5
May  2020
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CUI Xinnan, WANG Xuguang, WANG Yinjun, CHEN Zhiyuan. External crack propagation of concrete surface under explosive loading[J]. Explosion And Shock Waves, 2020, 40(5): 052203. doi: 10.11883/bzycj-2019-0364
Citation: CUI Xinnan, WANG Xuguang, WANG Yinjun, CHEN Zhiyuan. External crack propagation of concrete surface under explosive loading[J]. Explosion And Shock Waves, 2020, 40(5): 052203. doi: 10.11883/bzycj-2019-0364

External crack propagation of concrete surface under explosive loading

doi: 10.11883/bzycj-2019-0364
  • Received Date: 2019-09-19
  • Rev Recd Date: 2020-02-28
  • Available Online: 2020-04-25
  • Publish Date: 2020-05-01
  • To further investigate the failure mechanism of geotechnical materials under implosion loading, a novel blasting crack detection algorithm is proposed in this paper, the digital image correlation method is used to measure the surface displacement field and strain field, the crack propagation and expansion model is built. A concrete blasting experiment was carried out, the crack propagation and expansion process were measured and analyzed. The results show that the propagation of crack is a combined action of stress wave and explosive products. The maximum velocity is 225.95 m/s, the average velocity is 122.27 m/s, the total length is 159.92 mm, and the length propagation ceases at 1.75 ms. The opening of the crack is dominated by explosive products with a maximum width of 1.59 mm. The action time of explosive products is 4.5 ms. The tensile strain concentration zone appears before the initiation of crack and its shape determines the tendency of the crack. The fracture process zone is about 8−9 times of the maximum aggregate size.
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