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  4. Effect of Loading Rate on Fracture Behaviour of Rock Materials
 
conference paper

Effect of Loading Rate on Fracture Behaviour of Rock Materials

Zhang, Qianbing  
•
Zou, Yang  
2014
Rock Engineering and Rock Mechanics: Structures in and on Rock Masses
The 2014 ISRM European Rock Mechanics Symposium (EUROCK 2014)

In this paper, experiments are carried out to study the quasi-static and dynamic fracture behaviour of sedimentary, igneous and metamorphic rocks. The notched semi-circular bending method has been employed to determine fracture parameters over a wide range of loading rates using both a servo-hydraulic machine and a split Hopkinson pressure bar (SHPB). The time to fracture, crack speed and velocity of the moving specimen halves are measured by strain gauge, crack propagation gauge and high-speed photography on the macroscopic level. This study reveals clearly that: dynamic crack initiation and growth toughness increase with the increase of loading rate and crack speed; the kinetic energy of the moving specimen halves increases with increasing impact speed of the striker; and dynamic fracture energy and increases rapidly with increasing crack speed.

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Type
conference paper
DOI
10.1201/b16955-17
Web of Science ID

WOS:000345985300014

Author(s)
Zhang, Qianbing  
Zou, Yang  
Date Issued

2014

Published in
Rock Engineering and Rock Mechanics: Structures in and on Rock Masses
URL

URL

http://www.crcnetbase.com/doi/abs/10.1201/b16955-17
Editorial or Peer reviewed

REVIEWED

Written at

EPFL

EPFL units
LMR  
Event nameEvent placeEvent date
The 2014 ISRM European Rock Mechanics Symposium (EUROCK 2014)

Vigo, Spain.

May 27-29, 2014

Available on Infoscience
March 16, 2014
Use this identifier to reference this record
https://infoscience.epfl.ch/handle/20.500.14299/101875
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