Theoretical analysis of stress intensity factors and interactions of collinear flaws with unequal lengths in brittle solids under uniaxial tensile conditions

Author:

Zhou Zihan,Xi Jingyi,Zhang LingfeiORCID,Zhou Yu,Chen Zhonghui,Shen Yanjun

Funder

Key Laboratory of Rock Mechanics and Geohazards of Zhejiang Province

China Postdoctoral Science Foundation

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Condensed Matter Physics,General Materials Science

Reference40 articles.

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2. T, Analysis of crack coalescence in rock-like materials containing three flaws-Part II: Numerical approach;Tang;Int. J. Rock Mech. Min. Sci.,2001

3. W, An experimental and numerical study on the infuence of filling materials on double-crack propagation;Zhuang;Rock Mech. Rock Eng.,2020

4. C, Experimental study on the dynamic coalescence of two-crack granite specimens under high loading rate;Yue;Eng. Fract. Mech.,2020

5. Experimental and DEM study on failure behavior and stress distribution of flawed sandstone specimens under uniaxial compression;Huang;Theor. Appl. Fract. Mech.,2022

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