The semi-circular bend (SCB) specimen was suggested in 1984 for testing mode I fracture toughness of rock and other geo or brittle materials. Since then SCB has been used worldwide, extended and improved for many other applications by various researchers. Formulations for mode I and mixed mode fracture of this specimen proposed by a number of researchers are presented. Methods to determine fracture toughness using both straight notched and chevron-notched specimens have been proposed although the general consensus is that a specimen having a sharp straight notch should yield accurate fracture toughness. Other applications of SCB specimen include testing of rock subjected to in situ conditions such as elevated temperature, confining pressure...
A number of standard methods have been proposed to determine the Mode I fracture toughness of rock. ...
The semi-circular bending (SCB) test is one of the most useful testing methods for determining the m...
The International Society for Rock Mechanics has so far developed two standard methods for the deter...
A number of standard methods have been proposed to determine the Mode I plane strain fracture toughn...
AbstractThe cracked semi-circular specimen subjected to three-point bending has been recognized as a...
This article discusses the scale dependence of the mode I fracture toughness of rocks measured via t...
© 2018 ISRM International Symposium 2000, IS 2000. All rights reserved. Fracture mechanics is primar...
The International Society for Rock Mechanics has so far developed two standard methods for the deter...
AbstractThe cracked semi-circular specimen subjected to three-point bending has been recognized as a...
In order to investigate the effect of specimen size on the mode I fracture toughness using Semi-Circ...
The fracture toughness of a rock often varies depending on the specimen shape and the loading type u...
In the present manuscript, the importance of support type on accurate determination of rock fracture...
It is essential to understand the mode I fracture toughness of rock under in situ conditions found u...
The semi-circular bending (SCB) test is one of the most useful testing methods for determining the m...
It is essential to understand the mode I fracture toughness of rock under in situ conditions found u...
A number of standard methods have been proposed to determine the Mode I fracture toughness of rock. ...
The semi-circular bending (SCB) test is one of the most useful testing methods for determining the m...
The International Society for Rock Mechanics has so far developed two standard methods for the deter...
A number of standard methods have been proposed to determine the Mode I plane strain fracture toughn...
AbstractThe cracked semi-circular specimen subjected to three-point bending has been recognized as a...
This article discusses the scale dependence of the mode I fracture toughness of rocks measured via t...
© 2018 ISRM International Symposium 2000, IS 2000. All rights reserved. Fracture mechanics is primar...
The International Society for Rock Mechanics has so far developed two standard methods for the deter...
AbstractThe cracked semi-circular specimen subjected to three-point bending has been recognized as a...
In order to investigate the effect of specimen size on the mode I fracture toughness using Semi-Circ...
The fracture toughness of a rock often varies depending on the specimen shape and the loading type u...
In the present manuscript, the importance of support type on accurate determination of rock fracture...
It is essential to understand the mode I fracture toughness of rock under in situ conditions found u...
The semi-circular bending (SCB) test is one of the most useful testing methods for determining the m...
It is essential to understand the mode I fracture toughness of rock under in situ conditions found u...
A number of standard methods have been proposed to determine the Mode I fracture toughness of rock. ...
The semi-circular bending (SCB) test is one of the most useful testing methods for determining the m...
The International Society for Rock Mechanics has so far developed two standard methods for the deter...