A platform for research: civil engineering, architecture and urbanism
Size and Geometry Effects on Rock Fracture Toughness: Mode I Fracture
Abstract In this paper, the effects of specimen size and geometry on the apparent mode I fracture toughness (Kc) of an Iranian white marble (Neyriz) are studied. A number of fracture tests were conducted on center-cracked circular disk (CCCD) specimens with different radii to investigate the size effects on Kc. The experimental results demonstrate that the apparent fracture toughness increases in bigger specimens. In order to explain the experimental results, the modified maximum tangential stress (MMTS) criterion is used, where higher order terms of the Williams’ series expansion are included in the maximum tangential stress criterion. It is shown that the MMTS criterion provides good estimates for the apparent fracture toughness of Neyriz marble, obtained from fracture tests of edge-cracked triangular specimens. It is, therefore, concluded that the proposed criterion is able to account for the size and geometry effects on the fracture resistance of rocks simultaneously.
Size and Geometry Effects on Rock Fracture Toughness: Mode I Fracture
Abstract In this paper, the effects of specimen size and geometry on the apparent mode I fracture toughness (Kc) of an Iranian white marble (Neyriz) are studied. A number of fracture tests were conducted on center-cracked circular disk (CCCD) specimens with different radii to investigate the size effects on Kc. The experimental results demonstrate that the apparent fracture toughness increases in bigger specimens. In order to explain the experimental results, the modified maximum tangential stress (MMTS) criterion is used, where higher order terms of the Williams’ series expansion are included in the maximum tangential stress criterion. It is shown that the MMTS criterion provides good estimates for the apparent fracture toughness of Neyriz marble, obtained from fracture tests of edge-cracked triangular specimens. It is, therefore, concluded that the proposed criterion is able to account for the size and geometry effects on the fracture resistance of rocks simultaneously.
Size and Geometry Effects on Rock Fracture Toughness: Mode I Fracture
Ayatollahi, M. R. (author) / Akbardoost, J. (author)
2013
Article (Journal)
English
Local classification TIB:
560/4815/6545
BKL:
38.58
Geomechanik
/
56.20
Ingenieurgeologie, Bodenmechanik
Size and Geometry Effects on Rock Fracture Toughness: Mode I Fracture
British Library Online Contents | 2014
|Size and Geometry Effects on Rock Fracture Toughness: Mode I Fracture
Online Contents | 2013
|Size effect of the mode II fracture toughness of rock
British Library Conference Proceedings | 1999
|Mode II fracture toughness testing of rock
British Library Conference Proceedings | 1999
|Rock Fracture Toughness Study Under Mixed Mode I/III Loading
Online Contents | 2017
|