Microscopic characteristics of different fracture modes of brittle rock

Qiu-hua Rao , Zong-qi Sun , Gui-yao Wang , Ji-cheng Xu , Jing-yi Zhang

Journal of Central South University ›› 2001, Vol. 8 ›› Issue (3) : 175 -179.

PDF
Journal of Central South University ›› 2001, Vol. 8 ›› Issue (3) : 175 -179. DOI: 10.1007/s11771-001-0049-9
Article

Microscopic characteristics of different fracture modes of brittle rock

Author information +
History +
PDF

Abstract

Three types of rock specimens, three-point bending specimen, anti-symmetric four-point bending specimen and direct shearing specimen, were used to achieve Mode I, Mode II and mixed mode I–II fracture, respectively. Microscopic characteristics of the three fracture modes of brittle rock were studied by SEM technique in order to analyze fracture behaviors and better understand fracture mechanisms of different fracture modes of brittle rock. Test results show that the microscopic characteristics of different fracture modes correspond to different fracture mechanisms. The surface of Mode I fracture has a great number of sparse and steep slip-steps with few tearing ridges and shows strong brittleness. In the surface of Mode II fracture there exist many tearing ridges and densely distributed parallel slip-steps and it is attributed to the action of shear stress. The co-action of tensile and shear stresses results in brittle cleavage planes mixed with streamline patterns and tearing ridges in the surface of mixed mode I–II fracture. The measured Mode II fracture toughness KII C and mixed mode I–II fracture toughness KmC are larger than Mode I fracture toughness KI C · KII C is about 3.5 times KI C, and KmC is about 1.2 times KI C.

Keywords

microscopic characteristic / Mode II fracture / mixed mode fracture / rock / SEM analysis

Cite this article

Download citation ▾
Qiu-hua Rao, Zong-qi Sun, Gui-yao Wang, Ji-cheng Xu, Jing-yi Zhang. Microscopic characteristics of different fracture modes of brittle rock. Journal of Central South University, 2001, 8(3): 175-179 DOI:10.1007/s11771-001-0049-9

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

OuthterlongF. Suggested methods for determining the fracture toughness of rock[J]. Int J Rock Mech Min Sci & Geomech Abstr, 1988, 25(2): 71-96

[2]

FowellR J. Suggested methods for determining mode I fracture toughness using cracked chevron notched Brazilian disc specimens[J]. Int J Rock Mech Min Sci & Geomech Abstr, 1995, 32(1): 57-64

[3]

Carpinteri A, Ferrara G, Melchiorri G. Single edge notched specimen subjected to four point shear: an experimental investigation[A]. Fracture of Concrete and Rock: Recent Developments[C]. Shah S P, Swartz S E, Barr B. USA, 1989. 605–614.

[4]

BiolziL. Mixed mode fracture in concrete beams[J]. Engineering Fracture Mechanics, 1990, 35(1/2/3): 187-193

[5]

WangGui-yao, SunZong-qi, XuJi-chen. Rock fracture under pure shear loading[J]. The Chinese Journal of Nonferrous Metals, 1996, 6(3): 17-21(in Chinese)

[6]

RaoQiu-huaPure shear fracture of brittle rock, a theoretical and laboratory study[D], 1999, Sweden, Lulea University of Technology: 54-77

[7]

YuXiao-zhong, QiaoChang-xin, ZhouQun-liFracture mechanics of rock and concrete (in Chinese) [M], 1991, Changsha, Central South University of Technology Press: 488-489

[8]

FettT. Stress intensity factors for edge subjected to mixed mode four-point bending[J]. Theoretical and Applied Fracture Mechanics, 1991, 15: 99-104

[9]

MurakamiYStress intensity factors handbook [M], 1981, New York, Pergamon press: 1223-1223

[10]

ErdoganF, ShiG C. On the crack extension in plate under plane loading and transverse shear[J]. J Basic Eng, 1963, 85(4): 519-527

AI Summary AI Mindmap
PDF

121

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/