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Магистерская работа посвящена численному исследованию процессов нелинейного деформирования железобетонных и бетонных конструкций на основе аналитических решений и натурных испытаний. В работе выполнен сравнительный анализ модели Гениева с моделями, реализованными в программном комплексе ANSYS. Приведено сравнение с натурными испытаниями Toronto Beam Tests.
Master's thesis is devoted to the numerical study of the non-linear deformation processes of reinforced concrete and concrete structures based on analytical solutions and field tests. A comparative analysis of the Genieva model with the models implemented in the ANSYS software package was performed. A comparison with the field tests of the Toronto Beam Tests.
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