首页|散粒体填充FRP缠绕管桥梁防撞装置冲击吸能特性及构造参数研究

散粒体填充FRP缠绕管桥梁防撞装置冲击吸能特性及构造参数研究

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针对传统被动防撞装置可能存在的体积大、造价高、维护困难以及对撞击力的削减效果有限等缺陷,提出一种新型防撞装置,该装置在纤维增强复合材料(FRP)缠绕管内部密填低密度耗能散粒体,并将多个防撞节段拼接成整体,环绕桥墩以抵御船舶撞击.为了解该新型防撞装置的防撞性能并选取合适的构造参数,分别对纤维缠绕角度±45°、±75°的新型防撞装置局部试件进行冲击试验及有限元模拟,并对缠绕角度与缠绕管壁厚进行防撞性能构造参数分析.结果表明:有限元模型与试验结果吻合良好,缠绕角度为±75°的新型防撞装置相比于缠绕角度±45°的新型防撞装置在冲击作用下更易发生剪切破坏,比选得到壁厚为4 mm、缠绕角度为±45°的新型防撞装置在6.0 m冲击高度下的冲击力峰值削减率达到55.82%,防撞效果最优.
Study of Impact Energy-Absorbing Properties and Structural Parameters of an Anti-Collision Device with Granules-Filled FRP Winding Tubes
This paper presents a new type of anti-collision device,which overcomes the drawbacks of conventional passive anti-collision device,such as large volume,high costs,challenging maintenance,and limited collision force absorbing capacity.The device consists of multiple fiber reinforced polymer(FRP)winding tubes that are densely filled with low-density granules,and the tubes are assembled into an integrity and circle around the pier to resist vessel collision.Impact test and finite element modeling were conducted to examine the anti-collision performance of the proposed anti-collision device and select the proper parameters.Specimens with FRP tubes winding at angles of±45°and±75°were prepared for the impact tests,and the winding angles and tube wall thickness were analyzed.It is shown that the finite element modeling agrees well with the test results,the anti-collision device with FRP tubes winding at angles of±75° is more sensitive to shear failure,compared with those winding at angles of±45°.When the tubes have a wall thickness of 4 mm and wind at angles of±45°,the reduction rate of impact peak reaches 55.82%at an impact height of 6.0 m,achieving the optimal anti-collision effect.

bridge engineeringanti-collision deviceFRPwinding tubewinding angletube wall thicknessimpact testfinite element method

方海、赵帅、庄勇、祝露、曹鹏飞

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南京工业大学土木工程学院,江苏南京 211816

中铁大桥勘测设计院集团有限公司,湖北 武汉 430056

桥梁工程 防撞装置 纤维增强复合材料 缠绕管 缠绕角度 壁厚 冲击试验 有限元法

2024

桥梁建设
中铁大桥局集团有限公司

桥梁建设

CSTPCD北大核心
影响因子:1.428
ISSN:1003-4722
年,卷(期):2024.54(6)