Fracture Mechanical Properties of Rocklike Materials Under Half Symmetric Loading
Author(s): |
Zhi Wang
Jiajia Zhou Long Li |
---|---|
Medium: | journal article |
Language(s): | English |
Published in: | Archives of Civil Engineering, December 2017, n. 4, v. 63 |
Page(s): | 71-82 |
DOI: | 10.1515/ace-2017-0041 |
Abstract: |
The authors studied the fracture mechanical properties under half-symmetric loading in this paper. The stress distribution around the crack tip and the stress intensity factor of three kinds of notched specimens under half symmetric loading were compared. The maximum tensile stressσmaxof double notch specimens was much greater than that of single notch specimens and the maximum shear stressτmaxwas almost equal, which means that the single notch specimens were more prone to Mode II fractures. The intensity factorsKIIof central notch specimens were very small compared with other specimens and they induced Mode I fractures. For both double notch and single notch specimens,KIIwas kept at a constant level and did not change with the change ofa/h, andKIIwas much larger thanKI.KIIhas the potential to reach its fracture toughnessKIICbeforeKIand Mode II fractures occurred. Rock-like materials were introduced to produce single notch specimens. Test results show that the crack had been initiated at the crack tip and propagated along the original notch face, and a Mode II fracture occurred. There was no relationship between the peak load and the original notch length. The average value ofKIICwas about 0.602 MPa×m1/2, andKIICwas about 3.8 timesKIC. The half symmetric loading test of single notch specimens was one of the most effective methods to obtain a true Mode II fracture and determine Mode fracture toughness. |
- About this
data sheet - Reference-ID
10476759 - Published on:
25/11/2020 - Last updated on:
25/11/2020