Сопротивление составной балки в зоне действия изгибающего момента и поперечных сил

Сопротивление составной балки в зоне действия изгибающего момента и поперечных сил

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 балки. Целью работы является анализ напряженно-деформированного состояния в месте действия изгибающего момента и в месте действия изгибающих и поперечных сил для сталежелезобетонной балки. Задачами исследования являются определение характера и места разрушения с учетом физической нелинейности бетона и стали, определение характера изменения напряжений в различных сечениях сталежелезобетонной балки, определение усилий, прогибов и деформаций.

Конструкции здания, составная балка, балки, железобетон, армированная балка, исследование напряженно-деформированного состояния, ansys

Короткий адрес: https://sciup.org/143182731

IDR: 143182731   |   DOI: 10.4123/CUBS.111.1

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