Численный анализ композитной фермы

Автор: Мирсаяпов И.Т., Павлов М.Н.

Журнал: Строительство уникальных зданий и сооружений @unistroy

Статья в выпуске: 2 (111), 2024 года.

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Объектом исследования является несущая способность сталежелезобетонной фермы. Целью данной работы является анализ напряженно-деформированного состояния в месте действия изгибающего момента и на краю опорного раскоса. Определение характера и места разрушения с учетом физической нелинейности бетона и стали, определение усилий, прогибов и деформаций.

Конструкции здания, композитная ферма, ферма, железобетон, исследование напряженно-деформированного состояния, ansys

Короткий адрес: https://sciup.org/143182736

IDR: 143182736   |   DOI: 10.4123/CUBS.111.6

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