Experimental on composite flexible anti-collision fender of bridge pier

ZHENG Zhi, YUAN Pei, JIN Xuan-hui, WEI Si-si, GENG Bo

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J Jilin Univ Eng Tech Ed ›› 2023, Vol. 53 ›› Issue (09) : 2581-2590. DOI: 10.13229/j.cnki.jdxbgxb.20211227

Experimental on composite flexible anti-collision fender of bridge pier

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Abstract

Aiming at the problem that the existing protective structure can not achieve multi-objective ship-type flexible protection,a flexible fender which can protect small and medium-sized ships is proposed.The fender can be used with the existing protective structure.To determine the optimal form,the quasi-static compression tests of three different flexible fenders are carried out.And the protective performance of the optimal structural fender is analyzed through full scale impact test and numerical simulation.The results indicate that the failure modes of different specimens are similar under compression test.The outer plate shear failure, matrix cracking and fiber fracture occurred in all specimens.At the end of compression, the springback rate of each specimen was as high as 85%.Specimen 3 with energy dissipation core material is the optimal structure.For the drop weight impact test, the reduction rate of impact force reaches 97%.Fender deformation recovers completely after impact, and fender dissipates energy in the form of elastic energy dissipation.Under barge impact, the fender absorbs 63% of the collision energy and greatly reduces ship damage.In this condition, the fender mainly absorbs the collision energy with the collapse of the energy dissipating core material.

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engineering of communications and transportation system / composite materials / flexible fender / compression test / impact test / numerical simulation

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ZHENG Zhi , YUAN Pei , JIN Xuan-hui , et al . Experimental on composite flexible anti-collision fender of bridge pier. Journal of Jilin University(Engineering and Technology Edition). 2023, 53(09): 2581-2590 https://doi.org/10.13229/j.cnki.jdxbgxb.20211227

References

1
Larsen O D.Ship Collision with Bridges: The Interaction Between Vessel Traffic and Bridge Structures[M]. Switzerland: International Association for Bridge and Structural Engineering, 1993.
2
JTG/T 3360-02—2020.公路桥梁抗撞设计规范 [S].
3
王君杰,耿波. 桥梁船撞概率风险评估与措施[M].中国: 人民交通出版社,2010.
4
张锡祥, 王智祥, 巫祖烈, 等. 一种新型FRP桥墩防撞浮箱结构[J].重庆交通大学学报: 自然科学版, 2011, 30(3): 388-393, 510.
Zhang Xi-xiang, Wang Zhi-xiang, Wu Zu-lie,et al. A late model FRP floating pontoon protection structue for bridge piers in the ship collison[J]. Journal of Chongqing Jiaotong University (Natural Science), 2011, 30(3): 388-393, 510.
5
Fang Hai, Mao Yi-feng, Liu Wei-qing, et al. Manufacturing and evaluation of large-scale composite bumper system for bridge pier protection against ship collision[J]. Composite Structures, 2016(158): 187-198.
6
方海, 王健, 祝露, 等. 武汉鹦鹉洲长江大桥中塔墩防船撞装置研究[J]. 桥梁建设, 2020, 50(1): 20-25.
Fang Hai, Wang Jian, Zhu Lu,et al.Study of collision protection devices for central pylon pier of Yingwuzhou Changjiang river bridge in Wuhan[J]. Bridge Construction, 2020, 50(1): 20-25.
7
Wang Li-li, Yang Li-ming, Huang De-jin, et al. An impact dynamics analysis on a new crashworthy device against ship-bridge collision[J]. International Journal of Impact Engineering, 2008, 35(8): 895-904.
8
Wang J J, Song Y C, Wang W,et al. Evaluation of flexible floating anti-collision device subjected to ship impact using finite-element method[J]. Ocean Engineering, 2019, 178: 321-330.
9
Fan Wei, Guo Wei, Sun Yang, et al. Experimental and nu-merical investigations of a novel steel-UHPFRC composite fender for bridge protection in vessel collisions[J]. Ocean Engineering, 2018, 165: 1-21.
10
周凌宇,濮星旭, 卫军. 装配式UHPC防船撞耗能装置的性能[J]. 中南大学学报: 自然科学版, 2019, 50(4): 923-930.
Zhou Ling-yu, Pu Xing-xu, Wei Jun. Precast UHPC protection system for bridge pier against ship collision[J]. Journal of Central South University(Science and Technology), 2019, 50(4): 923-930.
11
李华永, 周凌宇, 王强, 等. 新型装配式钢-UHPC防船撞装置关键参数及其性能研究[J].中南大学学报:自然科学版, 2021, 52(2): 519-528.
Li Hua-yong, Zhou Ling-yu, Wang Qiang, et al. Research on key parameters and performance of new fabricatedsteel-UHPC anti-ship collision device[J].Journal of CentralSouth University(Science and Technology),2021, 52(2): 519-528.
12
LSTC. Keyword User's Manual[M]. California: Livermore Software Technology Corporation, 2006.
13
郑植, 耿波, 袁佩, 等. 桥墩复合材料防船撞装置新型连接试验研究[J]. 重庆交通大学学报:自然科学版,2021, 40(5): 66-73.
Zheng Zhi, Geng Bo, Yuan Pei, et al. Experimental study on a new connection of composite materials anti-collisiondevice for piers[J]. Journa of Chongqing Jiaotong University (Natural Science), 2021, 40(5): 66-73.
14
Fan W, Yuan W C.Numerical simulation and analytical modeling of pile-supported structures subjected to ship collisions including soil-structure interaction[J]. Ocean Engineering, 2014, 91(15): 11-27.
15
Liu B, Fan W, Guo W,et al. Experimental investigate on and improved FE modeling of axially-loaded circular RC columns under lateral impact loading[J]. Engineering Structures, 2017, 152(1): 619-642.
16
Xie R, Fan W, Liu B,et al.Dynamic behavior and vulnerability analysis of bridge columns with different cross-sectional shapes under rockfall impacts[J]. Structures,2020, 26:471-486.
17
Zhu L, Liu W, Fang H, et al. Design and simulate on of innovative foam-filled lattice composite bumper system for bridge protection in ship collisions[J]. Composites Part B: Engineering, 2019, 157: 24-35.
18
Wang J J, Song Y C, Wang W,et al.Evaluation of composite crashworthy device for pier protection against barge impact[J]. Ocean Engineering,2018, 169: 144-158.

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