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...

Full description

Saved in:
Bibliographic Details
Published inActa mechanica solida Sinica Vol. 29; no. 5; pp. 555 - 566
Main Authors Haeri, Hadi, Sarfarazi, Vahab, Marji, Mohammad Fatehi, Hedayat, Ahmadreza, Zhu, Zheming
Format Journal Article
LanguageEnglish
Published Singapore Elsevier Ltd 01.10.2016
Springer Singapore
Subjects
Online AccessGet full text
ISSN0894-9166
1860-2134
DOI10.1016/S0894-9166(16)30273-7

Cover

More Information
Summary: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.
Bibliography: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.
ISSN:0894-9166
1860-2134
DOI:10.1016/S0894-9166(16)30273-7