Fracture Mechanical Properties of Rocklike Materials Under Half Symmetric Loading

• Main Authors: Wang Zhi, Zhou Jiajia, Li Long
• Format: Article
• Language: English
• Published: Sciendo 2017-12-01
• Series: Archives of Civil Engineering
• Subjects: half symmetric loading; Mode II fracture; fracture toughness; rock-like material; interaction integral method
• Online Access: http://www.degruyter.com/view/j/ace.2017.63.issue-4/ace-2017-0041/ace-2017-0041.xml?format=INT

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 stress σmax of double notch specimens was much greater than that of single notch specimens and the maximum shear stress τmax was almost equal, which means that the single notch specimens were more prone to Mode II fractures. The intensity factors KII of central notch specimens were very small compared with other specimens and they induced Mode I fractures. For both double notch and single notch specimens, KII was kept at a constant level and did not change with the change of a/h, and KII was much larger than KI. KII has the potential to reach its fracture toughness KIIC before KI and 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 of KIIC was about 0.602 MPa×m1/2, and KIIC was about 3.8 times KIC. 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.