4.7 Article

Fracture analysis of Beishan granite after high-temperature treatment using digital image correlation

Journal

ENGINEERING FRACTURE MECHANICS
Volume 225, Issue -, Pages -

Publisher

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.engfracmech.2019.106847

Keywords

High temperature; Digital image correlation; Fracture process zone; Critical opening displacement

Categories

Funding

  1. State Key Research Development Program of China [2017YFC0804203]
  2. National Natural Science Foundation of China [51621006]
  3. International Cooperation Project of Chinese Academy of Sciences [115242KYSB20160024]

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A systematical knowledge of the fracture characteristics and thermal damage mechanism of granite at elevated temperature is an important issue in the high-level nuclear waste disposal and geothermal energy exploration field. To investigate the influence of high temperature on the fracture behaviors and characteristics of Beishan granite, three-point bending tests were conducted on specimens subjected to different high temperatures, i.e. 200 degrees C, 300 degrees C, 400 degrees C, 500 degrees C, 600 degrees C and 800 degrees C, and specimens at room temperature (25 degrees C) were also tested for comparison. An innovative technique called digital image correlation (DIC) was used in this study to trace the fracture process, and important fracture parameters, such as the fracture process zone (FPZ) size and critical opening displacement, were measured by full-field displacement and strain measurement. The experimental result illustrates that thermal treatment has a significant influence on the fracture behavior of the Beishan granite. Comparisons reveal that the enhanced ductile feature, a linear decline in the peak load and a rapid increase in critical crack mouth opening displacement is observed with the increase of temperature from 200 degrees C to 600 degrees C. Moreover, the increasing temperatures also reduce the applied load for fracture initiation. The FPZ length and critical opening displacement are significantly affected by the thermal treatment, while the FPZ width almost does not change with the increasing temperatures. The fracture toughness for Beishan granite shows a decreasing trend with the increase of temperature from 25 degrees C to 300 degrees C, while a valid fracture toughness value cannot be obtained for granite specimens subjected to temperature over 300 degrees C due to the existing of a large FPZ above the notch tip. Finally, the thermal-induced damage mechanism is also revealed by optical microscopic observation, and the thermal-induced microcracks are considered as the essential cause for the change of the fracture behavior of Beishan granite.

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