TESTS FOR MISALIGNMENT OF WIDE WALLS AND WALL JOINTS OF MUTUALLY PERPENDICULAR DIRECTIONS
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Abstract
The aim of the work is to study the features of deformation of brickwork materials under static and dynamic loading. Modeling of the stress-strain state of brickwork and calculations were carried out by the finite element method using the calculation complex AWP. A fragment of brickwork with dimensions in plan was examined: for L-shaped and T-shaped sections, they are equal to 140x140 cm and 140-240 cm. The main purpose of the tests was to assess the nature of the work of the mates in the case when the walls of one direction remain not skewed, while other walls are skewed. In prototypes with unequal dimensions, the sections were skewed in the plane of large walls.
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