The paper describes a new experimental testing procedure being developed by the authors for characterising the shear behaviour of mortar joints under combined shear and compression loading. The test apparatus subjects a single joint specimen of solid or annular circular cross section to normal compressive force combined with torsion. The choice of circular cross section results in predictable distributions of normal and shear stresses across the mortar joint, allowing shear behaviour at a material point to be characterised. The latter has been a widely reported shortcoming of existing mortar joint shear tests which all result, to varying degrees, in complex, non-uniform distributions of shear and normal stresses across the mortar joint. The...
The compressive and shear behavior of masonry is here studied both experimentally and numerically. A...
Assessing the shear strength of a joined ceramic or CMC is an essential task in components design. I...
The compressive and shear behavior of masonry is here studied both experimentally and numerically. A...
The paper describes a new experimental testing procedure for characterising the shear behaviour of m...
In 2006 the authors proposed an experimental testing procedure for characterising the shear behaviou...
An experimental programme was conducted on six different batches of unreinforced masonry (URM) consi...
The expansion of masonry specimens during direct shear tests has been reported in several research s...
The conference proceedings will be submitted for indexation in the Data Citation Index - Web of Scie...
This paper presents an experimental investigation on the initial shear (cohesion) and torsion-shear ...
This paper describes a simple test method for determining the torsion strength of a single bed joint...
International audienceAn important failure mode of the masonry walls is the shearing process in join...
The evaluation of the in situ mortar properties of old masonry is a very complicated task. Moreover,...
The experimental characterization of mortar mechanical properties in existing masonry constructions ...
The in situ evaluation of the masonry mechanical properties is a very complicated task. Since in gen...
The in situ evaluation of the masonry mechanical properties is a very complicated task. Since in gen...
The compressive and shear behavior of masonry is here studied both experimentally and numerically. A...
Assessing the shear strength of a joined ceramic or CMC is an essential task in components design. I...
The compressive and shear behavior of masonry is here studied both experimentally and numerically. A...
The paper describes a new experimental testing procedure for characterising the shear behaviour of m...
In 2006 the authors proposed an experimental testing procedure for characterising the shear behaviou...
An experimental programme was conducted on six different batches of unreinforced masonry (URM) consi...
The expansion of masonry specimens during direct shear tests has been reported in several research s...
The conference proceedings will be submitted for indexation in the Data Citation Index - Web of Scie...
This paper presents an experimental investigation on the initial shear (cohesion) and torsion-shear ...
This paper describes a simple test method for determining the torsion strength of a single bed joint...
International audienceAn important failure mode of the masonry walls is the shearing process in join...
The evaluation of the in situ mortar properties of old masonry is a very complicated task. Moreover,...
The experimental characterization of mortar mechanical properties in existing masonry constructions ...
The in situ evaluation of the masonry mechanical properties is a very complicated task. Since in gen...
The in situ evaluation of the masonry mechanical properties is a very complicated task. Since in gen...
The compressive and shear behavior of masonry is here studied both experimentally and numerically. A...
Assessing the shear strength of a joined ceramic or CMC is an essential task in components design. I...
The compressive and shear behavior of masonry is here studied both experimentally and numerically. A...