首页> 外文会议>Proceedings of the 19th IASTED international conference on applied simulation and modelling. >STABILITY OF CASSETTE PONTOON BRIDGE UNIT SUBJECTED BY UNDERWATER SHOCK WAVE
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STABILITY OF CASSETTE PONTOON BRIDGE UNIT SUBJECTED BY UNDERWATER SHOCK WAVE

机译:水下冲击波作用下的浮筒桥桥单元的稳定性

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A new idea of a cassette pontoon bridge unit withrnadjustable load capacity is presented. A single unit ofrnbridge is partially immersed in water. Since the mainrncarrying part of the bridge is an air cushion filled withrnair, stability of the unit is important as it buoyancy fromrnthe point of view of its usefulness. In the paper, initialrnsimulations developed with use of Ls-Dyna software arerndescribed. The effect of gas-tight chamber numbers of thernair cushion on the stability of the unit bridge isrnconsidered. The simulation of the underwater detonationrnis provided with use of the Finite Element Method (FEM).rnDisplacements of the roadway surface of the cassetternpontoon bridge due to an underwater shock wave arerndetermined also.
机译:提出了一种具有可调节负载能力的盒式浮箱桥单元的新思想。单个单元桥部分浸入水中。由于桥梁的主要支撑部分是充满空气的气垫,因此从其实用性的角度来看,该单元的浮力很重要,因此其稳定性很重要。在本文中,描述了使用Ls-Dyna软件开发的初始仿真。考虑了气垫气密室数对单元桥稳定性的影响。还使用有限元方法(FEM)对水下爆轰进行了模拟。确定了水下冲击波引起的盒式浮桥桥巷道表面位移。

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