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author:

Zhou, Xiao-Ping (Zhou, Xiao-Ping.) [1] | Peng, Sen-Lin (Peng, Sen-Lin.) [2] | Zhang, Jian-Zhi (Zhang, Jian-Zhi.) [3] | Zhou, Jian-Nan (Zhou, Jian-Nan.) [4] | Berto, Filippo (Berto, Filippo.) [5]

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EI

Abstract:

In this paper, the effects of materials and confining pressures on the mechanical properties of flawed coarse and fine sandstone is first analyzed. Then, the evolution processes of spatiotemporal acoustic emission (AE) events of coarse and fine sandstone specimens containing two flaws subjected to biaxial compression are investigated to character the damage characteristics and the fracture mechanism. Third, the ultimate failure modes of coarse sandstone specimens are compared with those of the fine sandstone specimens. Finally, the Electron Probe Microscope Analysis (EPEI) technique is conducted to observe the main macrofracture surfaces of coarse and fine sandstone specimens. Besides, the distribution characteristics of two AE indexes are also employed to qualitatively reveal the failure mechanism of tested specimens. The experimental results can provide new insight into the mechanical responses and the cracking behaviors of flawed rocks in complex stress loading conditions. © 2022 John Wiley & Sons Ltd.

Keyword:

Acoustic emission testing Cracks Fracture Sandstone Stress analysis

Community:

  • [ 1 ] [Zhou, Xiao-Ping]School of Resources and Civil Engineering, Northeastern University, Shenyang, China
  • [ 2 ] [Zhou, Xiao-Ping]School of Civil Engineering, Chongqing University, Chongqing, China
  • [ 3 ] [Peng, Sen-Lin]School of Resources and Civil Engineering, Northeastern University, Shenyang, China
  • [ 4 ] [Zhang, Jian-Zhi]Zijin School of Geology and Mining, Fuzhou University, Fuzhou, China
  • [ 5 ] [Zhou, Jian-Nan]Army Engineering University of PLA, Nanjing, China
  • [ 6 ] [Berto, Filippo]Department of Mechanical Engineering, Norwegian University of Science and Technology, Trondheim, Norway

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Source :

Fatigue and Fracture of Engineering Materials and Structures

ISSN: 8756-758X

Year: 2022

Issue: 9

Volume: 45

Page: 2595-2612

3 . 7

JCR@2022

3 . 1 0 0

JCR@2023

ESI HC Threshold:91

JCR Journal Grade:2

CAS Journal Grade:2

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 13

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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