CLC number: U447
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 2020-06-15
Cited: 0
Clicked: 3853
Jian Guo, Jing-xuan He. Dynamic response analysis of ship-bridge collisions experiment[J]. Journal of Zhejiang University Science A, 2020, 21(7): 525-534.
@article{title="Dynamic response analysis of ship-bridge collisions experiment",
author="Jian Guo, Jing-xuan He",
journal="Journal of Zhejiang University Science A",
volume="21",
number="7",
pages="525-534",
year="2020",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A1900382"
}
%0 Journal Article
%T Dynamic response analysis of ship-bridge collisions experiment
%A Jian Guo
%A Jing-xuan He
%J Journal of Zhejiang University SCIENCE A
%V 21
%N 7
%P 525-534
%@ 1673-565X
%D 2020
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1900382
TY - JOUR
T1 - Dynamic response analysis of ship-bridge collisions experiment
A1 - Jian Guo
A1 - Jing-xuan He
J0 - Journal of Zhejiang University Science A
VL - 21
IS - 7
SP - 525
EP - 534
%@ 1673-565X
Y1 - 2020
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A1900382
Abstract: Over the past decades, there has been continual construction of sea-crossing bridges as the technology of transportation improves. The probability of bridge pier being subjected to more vehicular impact is also growing. This study performed scale model tests and analyzed a collision mechanism considering the non-navigable span of a sea-crossing bridge in East China Sea as an engineering background. Comparing the test results with the finite element calculations, the dynamic response of the sample bridge and local damages of the fragile components under impact force were evaluated. Subsequently, the time-frequency characteristics of the vibration signal were analyzed based on wavelet packet analysis, and the multi-resolution characteristics as well as energy distribution of the vibration signal were discussed. It was observed that the impact energy transferred from ship to pier during the period of collision distributed different frequency bands with varying characteristics. The main frequency band (0–62.5 Hz) contains more than 75% of the vibration energy. The analysis can provide a basis for structural damage identification after the collision and anti-collision design of bridges.
[1]AASHTO (American Association of State Highway and Transportation Officials), 2014. AASHTO LRFD Bridge Design Specifications, 7th Edition. AASHTO, Washington DC, USA.
[2]Arroyo-Caraballo JR, Ebeling RM, 2006. Glancing-blow impact forces by a barge train on a lock approach wall. Journal of Infrastructure Systems, 12(2):135-143.
[3]Consolazio GR, Cowan DR, 2005. Numerically efficient dynamic analysis of barge collisions with bridge piers. Journal of Structural Engineering, 131(8):1256-1266.
[4]Consolazio GR, Davidson MT, Cowan DR, 2009. Barge bow force-deformation relationships for barge-bridge collision analysis. Transportation Research Record, 2131(1):3-14.
[5]Demartino C, Wu JG, Xiao Y, 2017. Response of shear-deficient reinforced circular RC columns under lateral impact loading. International Journal of Impact Engineering, 109:196-213.
[6]Fan W, Yuan WC, Fan QW, 2008. Calculation method of ship collision force on bridge using artificial neural network. Journal of Zhejiang University-SCIENCE A, 9(5):614-623.
[7]Fang H, Mao YF, Liu WQ, et al., 2016. Manufacturing and evaluation of large-scale composite bumper system for bridge pier protection against ship collision. Composite Structures, 158:187-198.
[8]Getter DJ, Consolazio GR, 2011. Relationships of barge bow force-deformation for bridge design: probabilistic consideration of oblique impact scenarios. Transportation Research Record, 2251(1):3-15.
[9]Graps A, 1995. An introduction to wavelets. IEEE Computational Science and Engineering, 2(2):50-61.
[10]Guo J, Zheng YF, Song SY, 2019. Study on fluid-solid coupling of ship impact bridge considering tide level change. Bridge Construction, 49(6):24-29 (in Chinese).
[11]Guo YL, Ni YQ, Chen SK, 2017. Optimal sensor placement for damage detection of bridges subject to ship collision. Structural Control and Health Monitoring, 24(9):e1963.
[12]Huang D, Cui S, Li XQ, 2019. Wavelet packet analysis of blasting vibration signal of mountain tunnel. Soil Dynamics and Earthquake Engineering, 117:72-80.
[13]Kantrales GC, Consolazio GR, Wagner D, et al., 2016. Experimental and analytical study of high-level barge deformation for barge–bridge collision design. Journal of Bridge Engineering, 21(2):04015039.
[14]Meier-Dörnberg KE, 1983. Ship collisions, safety zones, and loading assumptions for structures in inland waterways. VDI-Berichte, 496:1-9.
[15]Patev RC, 2005. Development of U.S. army corps of engineers engineering guidance for the barge impact design of navigation structures. Transportation Research Record, 1936(1):94-99.
[16]Sha YY, Hao H, 2012. Nonlinear finite element analysis of barge collision with a single bridge pier. Engineering Structures, 41:63-76.
[17]Sha YY, Hao H, 2013. Laboratory tests and numerical simulations of barge impact on circular reinforced concrete piers. Engineering Structures, 46:593-605.
[18]Wan YL, Zhu L, Fang H, et al., 2019. Experimental testing and numerical simulations of ship impact on axially loaded reinforced concrete piers. International Journal of Impact Engineering, 125:246-262.
[19]Wang W, Morgenthal G, 2017. Dynamic analyses of square RC pier column subjected to barge impact using efficient models. Engineering Structures, 151:20-32.
[20]Wang WD, Jiang SF, Zhou HF, et al., 2018. Time synchronization for acceleration measurement data of Jiangyin Bridge subjected to a ship collision. Structural Control and Health Monitoring, 25(1):e2039.
Open peer comments: Debate/Discuss/Question/Opinion
<1>