This study investigates the effect of specimen volume on the compressive strength of open cell brittle ceramics. A series of unconfined compression tests were carried out on specimens ranging in volume. The crushing strength and apparent stiffness were measured and these results are correlated with the volume of material stressed. It was found that as the volume of material tested decreased the strength decreased. © 2008 Trans Tech Publications
In this study, we have reviewed recently published strength-porosity data of porous ceramics, and co...
Compressive failure strength of brittle solids increases rapidly with the confining pressure whereas...
Numerical investigations using the finite volume (FV) method were conducted to examine the effect of...
Effects of specimen size parameters, i.e. the specimen volume and the ratio of cross sectional dimen...
© 2017 Elsevier Ltd Cylinder and cube are two common specimen shapes used in compressive tests to de...
An experimental study of the size effects of particle compressive strength of brittle solids under s...
The specimen size and shape effects on the compressive strength of higher strength concrete were inv...
The results of studies of the effect of the pore space and microcracks on ceramic strength are prese...
This paper deals with the uniaxial compression behavior of porous ceramics within a wide range of po...
This study considers the finite element analysis (FEA) simulation and Weibull effective size analysi...
This work provides a multi-scale investigation on the punch performance of brittle porous ceramics w...
AbstractNumerical investigations using the finite volume (FV) method were conducted to examine the e...
The paper shows that a previously proposed size effect law can be used to identify nonlinear fractur...
Uniaxial compressive strength (UCS) and elastic properties of rocks play a major and vital role for ...
Concrete's compressive strength is perhaps the most relevant material factor to take into account wh...
In this study, we have reviewed recently published strength-porosity data of porous ceramics, and co...
Compressive failure strength of brittle solids increases rapidly with the confining pressure whereas...
Numerical investigations using the finite volume (FV) method were conducted to examine the effect of...
Effects of specimen size parameters, i.e. the specimen volume and the ratio of cross sectional dimen...
© 2017 Elsevier Ltd Cylinder and cube are two common specimen shapes used in compressive tests to de...
An experimental study of the size effects of particle compressive strength of brittle solids under s...
The specimen size and shape effects on the compressive strength of higher strength concrete were inv...
The results of studies of the effect of the pore space and microcracks on ceramic strength are prese...
This paper deals with the uniaxial compression behavior of porous ceramics within a wide range of po...
This study considers the finite element analysis (FEA) simulation and Weibull effective size analysi...
This work provides a multi-scale investigation on the punch performance of brittle porous ceramics w...
AbstractNumerical investigations using the finite volume (FV) method were conducted to examine the e...
The paper shows that a previously proposed size effect law can be used to identify nonlinear fractur...
Uniaxial compressive strength (UCS) and elastic properties of rocks play a major and vital role for ...
Concrete's compressive strength is perhaps the most relevant material factor to take into account wh...
In this study, we have reviewed recently published strength-porosity data of porous ceramics, and co...
Compressive failure strength of brittle solids increases rapidly with the confining pressure whereas...
Numerical investigations using the finite volume (FV) method were conducted to examine the effect of...