Напряженно-деформированное состояние асфальтобетонных покрытий стальных мостов

Напряженно-деформированное состояние асфальтобетонных покрытий стальных мостов

Автор: Гришин И.В., Петропавловских О.К., Ибрагимова А.А.

Журнал: Строительство уникальных зданий и сооружений @unistroy

Статья в выпуске: 4 (109), 2023 года.

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Объектом исследования является напряженно-деформированное состояние асфальтобетонных покрытий стальных мостов с ортотропной плитой под транспортной нагрузкой. Необходимость проведения исследований обусловлена ​​тем, что одной из основных проблем покрытий стальных мостовых настилов является образование продольных трещин в асфальтобетоне над главными балками пролетных строений. При этом в нормативных документах по проектированию отсутствуют указания по предотвращению появления такой трещины. Отсутствие четких указаний, в свою очередь, обусловлено тем, что напряженно-деформированное состояние проезжей части металлических мостов имеет особенности, которые изучены недостаточно.

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Асфальт, стальной мост, конечно-элементное моделирование, мостовое покрытие, трещины в асфальте

Короткий адрес: https://sciup.org/143182717

IDR: 143182717   |   DOI: 10.4123/CUBS.109.24

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