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    唐世斌

    • 教授     博士生导师   硕士生导师
    • 性别:男
    • 毕业院校:大连理工大学
    • 学位:博士
    • 所在单位:土木工程系
    • 学科:岩土工程. 计算力学. 桥梁与隧道工程. 水工结构工程
    • 电子邮箱:tang_shibin@dlut.edu.cn

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    Stress intensity factors for a Brazilian disc with a central crack subjected to compression

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    论文类型:期刊论文

    发表时间:2017-03-01

    发表刊物:INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES

    收录刊物:SCIE、EI

    卷号:93

    页面范围:38-45

    ISSN号:1365-1609

    关键字:Centrally cracked Brazilian disc; Stress intensity factor; Closed-form solution; Friction

    摘要:A closed-form solution for stress intensity factors (SIFs) derived using the weight function method is developed to study the effects of crack length, loading type and friction on center-cracked Brazilian disc (CCBD) specimens. The proposed method is suitable for both opening-and closing-mode cracks. The effects of loading angle, friction coefficient and loading type (concentrated load, partially distributed pressure and confining pressure) on the SIFs are studied. The results are compared to available finite element results. It is found that the mode I SIF decreases as the relative crack length, partially distributed pressure angle and confining pressure increase. An increase in friction causes a decrease in the mode II SIF when the crack surfaces are in contact with each other. The critical crack inclination angles of both pure mode II loading (K-I=0) and crack sticking (K-II=0) decrease as the relative crack length and confining pressure increase. The critical crack inclination angle of crack sticking also decreases with increasing friction. When sticking conditions arise on the crack surfaces, the singular stress at the crack tip disappears. Confining pressure enhances the likelihood of sticking behavior in the crack.