Evaluation on Risk for Ship Collision with Archbridge and Crash Capability of Anti-Collision

Xiao Shengxie,Cai Chuang,Miao Jilun

doi:10.2174/1874149501408010351

Abstract

The development of the highway traffic has promoted the construction of increasing numbers of river-crossing bridges, but at the same time, large-size ship causes serious threat to structural safety of the bridge. The probability of bridge-ship collision increases, water safety accidents have happened frequently in the recent years. Arch bridge is easier to be subjected to the threat of ship collision because of small navigation clearance on both sides. However, study on the destructive consequences by ship impact on arch bridge is seldom. This paper takes reinforced concrete arch bridge as an example, on the basis of the forecast of the water-level frequency, flow velocity and long-term navigation density of the ship, the ship collision probability on different parts of the arch ring at different water levels are analyzed to deduce the annual collapse frequency of the grand bridge. The risk matrix evaluation result shows that there is medium risk in long-term. The establishment of finite element numerical model concludes the energy absorption and the change process when the arch ring suffers from collision from the ship under different working conditions as well as the relationship among the impact force, crown displacement and collision depth along with time change. According to the result of simulated analysis, the maximum collision force of the main arch ring suffered from the ship is 25.9MN, and the resistance of the main arch ring is 33.6 MN, so the existing structure basically meets the requirement for fortification against the ship collision. The numerical simulation results are qualitatively consistent with the risk of evaluation. The results of the analysis can provide scientific foundation to the maintenance and management of the arch bridge.

Highlights

With the rapid development of the transportation industry, various types of bridges are built constantly and developed for crossing the inland river to crossing the estuary even crossing the ocean, and the tonnage and speed of the ship is increasing
The results show that the collision risk at arch springing is higher under the influence of flow, clearance height of the ships movement, the collision range of the arch ring at high water level is wider, and the higher the water level, the higher the collision frequency
The results show that, with the development of navigation business, the ship collision risk of grand bridge is increasing by years

Summary

Introduction

With the rapid development of the transportation industry, various types of bridges are built constantly and developed for crossing the inland river to crossing the estuary even crossing the ocean, and the tonnage and speed of the ship is increasing. In the channel with busy transportation, due to the loading capacity of channel greatly exceeding the original designed carrying capacity, the collision accidents between bridge and ship happen frequently to endanger the traffic safety seriously [1]. Statistical data shows that, during 1960—2002, 32 bridges collapsed or serious damage occurred due to the ship collision, globally. There is about one large-scale bridge to be collapsed or damaged seriously due to ship collision every year on average, and the accident brings about huge economic loss and casualties. The ship collision problems have been valued all over the world. There are three means for the aspect of study for the ship collision problems such as theoretical calculation analysis, model test and ship test.

Methods

Results

Conclusion