Experimental and Numerical Study of Shear Fracture in Brittle Materials with Interference of Initial Double Cracks
A simultaneous experimental and numerical study of shear fracture of concrete-like materials is carried out using Brazilian disc specimens with initial double edge cracks and fourpoint bending beam specimens with double edge-notches. The interference effects of two cracks/notches are investigated th...
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| Published in | Acta mechanica solida Sinica Vol. 29; no. 5; pp. 555 - 566 |
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| Main Authors | , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Singapore
Elsevier Ltd
01.10.2016
Springer Singapore |
| Subjects | |
| Online Access | Get full text |
| ISSN | 0894-9166 1860-2134 |
| DOI | 10.1016/S0894-9166(16)30273-7 |
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| Abstract | A simultaneous experimental and numerical study of shear fracture of concrete-like materials is carried out using Brazilian disc specimens with initial double edge cracks and fourpoint bending beam specimens with double edge-notches. The interference effects of two cracks/notches are investigated through varied ligament angles and crack lengths. It is shown that shear fracturing paths change remarkably with the initial ligament angles and crack lengths. The cracked specimens are numerically simulated by an indirect boundary element method. A comparison between the numerical results and the experimental ones shows good agreement. |
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| AbstractList | A simultaneous experimental and numerical study of shear fracture of concrete-like materials is carried out using Brazilian disc specimens with initial double edge cracks and fourpoint bending beam specimens with double edge-notches. The interference effects of two cracks/notches are investigated through varied ligament angles and crack lengths. It is shown that shear fracturing paths change remarkably with the initial ligament angles and crack lengths. The cracked specimens are numerically simulated by an indirect boundary element method. A comparison between the numerical results and the experimental ones shows good agreement. |
| Author | Hedayat, Ahmadreza Zhu, Zheming Haeri, Hadi Marji, Mohammad Fatehi Sarfarazi, Vahab |
| AuthorAffiliation | Young Researchers and Elite Club, Bafgh Branch, Islamic Azad University, Bafgh, Iran Department of Mining Engineering, Hamedan University of Technology, tiamedan, Iran Associate Prof., Head of Mine Exploitation Engineering Department, Faculty of Mining and Metallurgy, Institution of Engineering, Yazd University, Yazd, Ivan Department of Civil and Environmental Engineering, Colorado School of Mines, Golden, Colorado 80401, USA College of Architecture and Environment, Sichuan University, Chengdu 610065, China |
| Author_xml | – sequence: 1 givenname: Hadi surname: Haeri fullname: Haeri, Hadi email: haerihadi@gmail.com organization: Young Researchers and Elite Club, Bafgh Branch, Islamic Azad University, Bafgh, Iran – sequence: 2 givenname: Vahab surname: Sarfarazi fullname: Sarfarazi, Vahab organization: Department of Mining Engineering, Hamedan University of Technology, Hamedan, Iran – sequence: 3 givenname: Mohammad Fatehi surname: Marji fullname: Marji, Mohammad Fatehi organization: Associate Prof., Head of Mine Exploitation Engineering Department, Faculty of Mining and Metallurgy, Institution of Engineering, Yazd University, Yazd, Iran – sequence: 4 givenname: Ahmadreza surname: Hedayat fullname: Hedayat, Ahmadreza organization: Department of Civil and Environmental Engineering, Colorado School of Mines, Golden, Colorado 80401, USA – sequence: 5 givenname: Zheming surname: Zhu fullname: Zhu, Zheming organization: College of Architecture and Environment, Sichuan University, Chengdu 610065, China) Received 19 August 2015, revision received 17 December 2015 |
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| Cites_doi | 10.1007/s10704-010-9457-x 10.1016/S1365-1609(03)00060-1 10.1016/0148-9062(94)00016-V 10.1016/j.ijsolstr.2005.04.042 10.1061/(ASCE)0733-9399(1985)111:10(1227) 10.1016/j.ijsolstr.2009.12.008 10.1016/j.engfracmech.2009.04.005 10.1115/1.3098922 10.1115/1.4011547 10.1139/l99-013 10.1007/s11527-005-9006-7 10.1016/j.cma.2005.01.029 10.1016/j.engfracmech.2011.09.002 10.1016/j.engfracmech.2010.06.027 10.1016/S1003-6326(11)61159-X |
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| Keywords | indirect shear loading concretelike specimens crack propagation double edge cracks overlapped cracks |
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| Notes | 42-1121/O3 cracked Fracture overlapped fracturing ligament simultaneous discontinuity cracking specimen shrinkage A simultaneous experimental and numerical study of shear fracture of concrete-like materials is carried out using Brazilian disc specimens with initial double edge cracks and fourpoint bending beam specimens with double edge-notches.The interference effects of two cracks/notches are investigated through varied ligament angles and crack lengths.It is shown that shear fracturing paths change remarkably with the initial ligament angles and crack lengths.The cracked specimens are numerically simulated by an indirect boundary element method.A comparison between the numerical results and the experimental ones shows good agreement. |
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Shah y B. 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| SubjectTerms | Classical Mechanics concretelike specimens crack propagation double edge cracks Engineering indirect shear loading overlapped cracks Surfaces and Interfaces Theoretical and Applied Mechanics Thin Films |
| Title | Experimental and Numerical Study of Shear Fracture in Brittle Materials with Interference of Initial Double Cracks |
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