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Author:

Ma, G. W. (Ma, G. W..) | Dong, Q. Q. (Dong, Q. Q..) | Fan, L. F. (Fan, L. F..) (Scholars:范立峰) | Gao, J. W. (Gao, J. W..)

Indexed by:

EI Scopus SCIE

Abstract:

Prediction of cracking is greatly important when evaluating the stability and safety of underground engineering projects. In this paper, 3D-printed samples with a single non-straight fissure are uniaxially compressed, and the effects of the inclination angle and effective curvature on the cracking are observed. A simplified approach is proposed for the determination of tip cracking and non-tip cracking of the non-straight fissure. The accuracy of the prediction is validated by the uniaxial tests. The results show that the cracking behavior of non-straight fissures is different from that of straight fissures with respect to the occurrence of non-tip cracking. Moreover, cracking is significantly influenced by the geometric parameters of the non-straight fissure. In addition, the proposed approach can be utilized to predict the cracking of non-straight fissures with acceptable accuracy. (C) 2017 Elsevier Ltd. All rights reserved.

Keyword:

Non-straight fissure Uniaxial compression 3D-printing technology Non-tip cracking

Author Community:

  • [ 1 ] [Ma, G. W.]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100084, Peoples R China
  • [ 2 ] [Dong, Q. Q.]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100084, Peoples R China
  • [ 3 ] [Fan, L. F.]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100084, Peoples R China
  • [ 4 ] [Gao, J. W.]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100084, Peoples R China
  • [ 5 ] [Ma, G. W.]Univ Western Australia, Sch Civil & Resource Engn, Perth, WA 6009, Australia

Reprint Author's Address:

  • 范立峰

    [Fan, L. F.]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100084, Peoples R China

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Source :

ENGINEERING FRACTURE MECHANICS

ISSN: 0013-7944

Year: 2018

Volume: 191

Page: 300-310

5 . 4 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:156

JCR Journal Grade:1

Cited Count:

WoS CC Cited Count: 39

SCOPUS Cited Count: 41

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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