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Annotation
В данной работе рассмотрен механизм накопления повреждений металлов и бетонов под действием циклических и температурных воздействий. Реализован и апробирован механизм расчета накопления усталостных повреждений металлов. Выполнен эксперимент, устанавливающий зависимости параметров бетона от температур. Проведен сравнительный анализ результатов эксперимента с результатами конечно-элементного программного комплекса.
The mechanism of damage accumulation of metals and concrete under the action of cyclic and temperature effects is considered in this article. The mechanism for calculating the accumulation of fatigue damage for metals has been implemented and tested. An experiment has been carried out that establishes dependencies of concrete parameters on temperatures. A comparative analysis of the results of the experiment with the results of the finite-element software complex has been carried out.
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