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Volume 39 Issue 10
Oct.  2017
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Article Contents
PENG Jian-wen, LI Chang-hong, MIAO Sheng-jun. Experimental investigation for effect of size on sandstone Mode I fracture[J]. Chinese Journal of Engineering, 2017, 39(10): 1477-1484. doi: 10.13374/j.issn2095-9389.2017.10.003
Citation: PENG Jian-wen, LI Chang-hong, MIAO Sheng-jun. Experimental investigation for effect of size on sandstone Mode I fracture[J]. Chinese Journal of Engineering, 2017, 39(10): 1477-1484. doi: 10.13374/j.issn2095-9389.2017.10.003

Experimental investigation for effect of size on sandstone Mode I fracture

doi: 10.13374/j.issn2095-9389.2017.10.003
  • Received Date: 2017-01-05
  • To study the effect of specimen size on fracture parameters in Mode I fracture issue, a group of geometrically similar sandstone specimens were tested by three-point bending. The result shows that as the size of specimen increases, apparent tensile strength decreases and the apparent fracture toughness and length of the process zone increase. These three factors are a function of size. Based on these test results, equivalent linear elastic fracture mechanics (ELEFM) was used to calculate fracture parameters such as the length of the process zone in rock material. The fracture mechanism of sandstone was identified to be between the perfectly plastic and perfectly brittle limits and the effect of size on quasi-brittle material was shown. To verify the correctness of ELEFM, the length of the process zone was obtained by digital image correlation (DIC) test and the experimental and theoretical results were found to fit well.

     

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