Effect of specimen thickness on Mode II fracture toughness of rock

被引:0
作者
Qiu-hua Rao
Zong-qi Sun
Gui-yao Wang
Ji-cheng Xu
Jing-yi Zhang
机构
[1] Central South University,College of Resources, Environment and Civil Engineering
[2] Changsha Communications University,River and Sea Department
[3] Central South University,Open Lab of Mechanics
来源
Journal of Central South University of Technology | 2001年 / 8卷
关键词
Mode II fracture toughness; rock; fracture; stress analysis; specimen thickness;
D O I
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中图分类号
学科分类号
摘要
Anti-symmetric four-point bending specimens with different thickness, without and with guiding grooves, were used to conduct Mode II fracture test and study the effect of specimen thickness on Mode II fracture toughness of rock. Numerical calculations show that the occurrence of Mode II fracture in the specimens without guiding grooves (when the inner and outer loading points are moved close to the notch plane) and with guiding grooves is attributed to a favorable stress condition created for Mode II fracture, i.e. tensile stress at the notch tip is depressed to be lower than the tensile strength or to be compressive stress, and the ratio of shear stress to tensile stress at notch tip is very high. The measured value of Mode II fracture toughness KII C decreases with the increase of the specimen thickness or the net thickness of specimen. This is because a thick specimen promotes a plane strain state and thus results in a relatively small fracture toughness.
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页码:114 / 119
页数:5
相关论文
共 9 条
  • [1] Huang J(1985)An experimental investigation corncerning the comprehensive fracture toughness of some brittle rocks[J] Int J Rock Mech Min Sci & Geomech Abstr 22 99-104
  • [2] Wang S(1995)Mixed mode fracture analysis and toughness of adhesive joints[J] Engineering Fracture Mechanics 51 575-538
  • [3] Pang H L J(1981)A new compace shear specimen[J] Int J Fract 17 R105-107
  • [4] Richard H A(1990)Mixed mode fracture in concrete beams[J] Engineering Fracture Mechanics 35 187-193
  • [5] Biolzi L(1996)Rock fracture under pure shear loading[J] Trans Nonferrous Met Soc China 6 17-21
  • [6] Wang Gui-yao(1991)Stress intensity factors for edge subjected to mixed mode four-point bending[J] Theoretical and Applied Fracture Mechanics 15 99-104
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