TENSILE STRENGTH DURING BENDING OF MASONRY MADE OF POROUS CERAMIC BLOCKS
DOI:
https://doi.org/10.36773/1818-1112-2024-133-1-19-23Keywords:
masonry, ceramic porous blocks, tensile strength during bendingAbstract
The article presents the results of experimental studies of the tensile strength during bending of masonry made of porous ceramic blocks with a tongue-and-groove joint of vertical seams. Bending tests of masonry were carried out in accordance with the standard STB EN 1052-2. Samples of masonry were studied, the vertical joints of which were made without filling and with mortar filling. The mechanisms of destruction of masonry during bending in a plane parallel and perpendicular to horizontal mortar joints are revealed. It is shown that the influence of the tongue-and-groove joint of ceramic blocks on the strength of masonry when bending along a bandaged section. It is established that when filling vertical joints of masonry with an adhesive solution on a mineral binder, its tensile strength during bending increases.
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