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В данной работе исследована проблема образования трещин в лицевом слое зданий с многослойной кладкой в климатических условиях Санкт-Петербурга. Установлена зависимость между параметрами элементов многослойной кладки и напряжениями в лицевом слое угловой зоны. Выявлены значения параметров, вызывающие критические напряжения. Разработана методика учета взаимного влияния этих параметров на напряженно-деформированное состояние угловой зоны.
In the given work the problem of cracking in the front layer of buildings with multilayer masonry in the climatic conditions of St. Petersburg is investigated. The relationship between the parameters of the elements of multilayer masonry and the stresses in the front layer of the corner zone is established. The values of parameters causing critical stresses are revealed. A method has been developed for taking into account the mutual influence of these parameters on the stress-strain state of the corner zone.
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