Fracture analysis of Beishan granite after high-temperature treatment using digital image correlation
文献类型：期刊论文
| 作者 | Miao, Shuting3,4; Pan, Peng-Zhi2,4; Yu, Peiyang3,4; Zhao, Shankun1; Shao, Changyue3,4 |
| 刊名 | ENGINEERING FRACTURE MECHANICS
 |
| 出版日期 | 2020-02-15 |
| 卷号 | 225页码:21 |
| 关键词 | High temperature Digital image correlation Fracture process zone Critical opening displacement |
| ISSN号 | 0013-7944 |
| DOI | 10.1016/j.engfracmech.2019.106847 |
| 英文摘要 | 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. |
| 资助项目 | State Key Research Development Program of China[2017YFC0804203] ; National Natural Science Foundation of China[51621006] ; International Cooperation Project of Chinese Academy of Sciences[115242KYSB20160024] |
| WOS研究方向 | Mechanics |
| 语种 | 英语 |
| WOS记录号 | WOS:000507345600016 |
| 出版者 | PERGAMON-ELSEVIER SCIENCE LTD |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/23371]  |
| 专题 | 中科院武汉岩土力学所 |
| 通讯作者 | Pan, Peng-Zhi |
| 作者单位 | 1.China Coal Res Inst, Natl Key Lab Coal Resources High Efficient Min &, Beijing 100013, Peoples R China 2.Northeastern Univ, Minist Educ Safe Min Deep Met Mines, Key Lab, Shenyang 110819, Liaoning, Peoples R China 3.Univ Chinese Acad Sci, Beijing 100049, Peoples R China 4.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China |
| 推荐引用方式 GB/T 7714 | Miao, Shuting,Pan, Peng-Zhi,Yu, Peiyang,et al. Fracture analysis of Beishan granite after high-temperature treatment using digital image correlation[J]. ENGINEERING FRACTURE MECHANICS,2020,225:21. |
| APA | Miao, Shuting,Pan, Peng-Zhi,Yu, Peiyang,Zhao, Shankun,&Shao, Changyue.(2020).Fracture analysis of Beishan granite after high-temperature treatment using digital image correlation.ENGINEERING FRACTURE MECHANICS,225,21. |
| MLA | Miao, Shuting,et al."Fracture analysis of Beishan granite after high-temperature treatment using digital image correlation".ENGINEERING FRACTURE MECHANICS 225(2020):21. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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