Crash modeling of bridge railings: impact of post spacing on performance

Crash modeling of bridge railings: impact of post spacing on performance

Автор: Storozhev S.A., Vafaeva Kh.M.

Журнал: Строительство уникальных зданий и сооружений @unistroy

Статья в выпуске: 3 (112), 2024 года.

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The object of research is a barrier side one-way bridge railing with a height of 1.1 meters and a rack spacing of 2 meters. The purpose of this work is to analyze the effectiveness of the finite element method (FEM) in modeling the collision between a bus and the bridge railing, and to determine the impact of rack spacing on the railing's performance characteristics, such as dynamic deflection and working width.

Finite element method (fem), explicit dynamics, bridge barriers, post spacing, dynamic deflection, computational modeling, road safety, metal efficiency, impact analysis, bridge railing design

Короткий адрес: https://sciup.org/143183404

IDR: 143183404   |   DOI: 10.4123/CUBS.112.5

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