ABSTRACT This work aims to study the behavior of the block/grout interface for concrete and clay block masonry. This was achieved by push-out and pull-out experimental tests including reinforcement bar in the latter one. The experimental result showed that there is a good bond between the concrete blocks internal faces and the grout, enough to prevent infill-slippage, and that the whole tensile strength of the usual reinforcement bars is achieved provided they are properly anchored. Nevertheless, for clay blocks there is a low bond between the clay blocks internal faces and the grout, allowing the infill-slippage before the reinforcement bars reach their yield stress
Compressive behaviour of reinforced masonry (RM) block walls is affected by the position of vertical...
This study deals with the identification of the mechanical behavior of chemical anchors embedded in ...
During the last decades, several seismic phenomena have shown the high vulnerability of existing sto...
<div><p>ABSTRACT This work aims to study the behavior of the block/grout interface for concrete and ...
A construção de edifícios em alvenaria estrutural tem evoluído de maneira significativa no Brasil. O...
A construção de edifícios em alvenaria estrutural tem evoluído de maneira significativa no Brasil. O...
This paper presents a study on the effectiveness of two forms of reinforced grout confining systems ...
International audienceThe aim of this study was to model the mechanical behavior of interfaces in ma...
If clay blocks with vertical voids and general-purpose mortar are used in masonry construction, inte...
The use of grout in conventional reinforced masonry construction increases the cost and time of cons...
Heritage masonry structures often show signs of deterioration due to ageing, soil settlements, extre...
Heritage masonry structures often show signs of deterioration due to ageing, soil settlements, extre...
The behaviour and failure mode of fully-grouted concrete blockwork masonry walls under compression l...
This work aims to numerically simulate experimental pull-out tests in masonry wall anchors. Advanced...
The toe of shear walls and the walls under concentrated loading are normally subjected to high conce...
Compressive behaviour of reinforced masonry (RM) block walls is affected by the position of vertical...
This study deals with the identification of the mechanical behavior of chemical anchors embedded in ...
During the last decades, several seismic phenomena have shown the high vulnerability of existing sto...
<div><p>ABSTRACT This work aims to study the behavior of the block/grout interface for concrete and ...
A construção de edifícios em alvenaria estrutural tem evoluído de maneira significativa no Brasil. O...
A construção de edifícios em alvenaria estrutural tem evoluído de maneira significativa no Brasil. O...
This paper presents a study on the effectiveness of two forms of reinforced grout confining systems ...
International audienceThe aim of this study was to model the mechanical behavior of interfaces in ma...
If clay blocks with vertical voids and general-purpose mortar are used in masonry construction, inte...
The use of grout in conventional reinforced masonry construction increases the cost and time of cons...
Heritage masonry structures often show signs of deterioration due to ageing, soil settlements, extre...
Heritage masonry structures often show signs of deterioration due to ageing, soil settlements, extre...
The behaviour and failure mode of fully-grouted concrete blockwork masonry walls under compression l...
This work aims to numerically simulate experimental pull-out tests in masonry wall anchors. Advanced...
The toe of shear walls and the walls under concentrated loading are normally subjected to high conce...
Compressive behaviour of reinforced masonry (RM) block walls is affected by the position of vertical...
This study deals with the identification of the mechanical behavior of chemical anchors embedded in ...
During the last decades, several seismic phenomena have shown the high vulnerability of existing sto...