This article analyzes the stress state of brickwork reinforced with monolithic reinforced concrete when a local compressive load is applied at the edge to the end of the structure. The influence of various brickwork materials and classes of concrete frame on the load-bearing capacity of the structure is considered using the ANSYS software. As a result, the coefficients for using the load-bearing capacity of masonry when determining the load-bearing capacity of a reinforced structure were identified.
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Novozhilova et al. (2024) studied this question.
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