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Structural Optimization Based on Static Design Criteria of a Long Span Mobile Bridge using Genetic Algorithm

机译:基于遗传算法的大跨度移动桥梁静态设计准则的结构优化

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Long span mobile bridges (LSMBs) are widely used in military maneuver operations or civil rescue works across narrow gorges or rivers.Especially it is quite a difficult problem to design LSMBs of over 50 m length satisfying required safety criteria under military load class 70 (MLC 70),namely permit vehicle weight of 63.5 tons.In order to optimize a LSMB of 60 m length for both lightweight and minimum deflection under MLC 70,a multi-objective optimization process based on genetic algorithm (GA) and weighted sum method for handling multiple objectives was utilized after its validity verification with the six-member and five-node truss problem.GA in this study utilized a variable penalty function to treat design constraints and fitness function to deal with both objective and penalty functions together.Finite element structural analysis of the LSMB was done by ANSYS for the design optimization process.As the result,the optimally designed LSMB of 60 m span that meet requirements and safety criteria of a military bridging equipment design and test code has been successfully obtained.
机译:大跨度移动桥梁(LSMB)广泛用于跨狭窄峡谷或河流的军事机动操作或民用救援工作中,尤其是设计长度超过50 m的LSMB满足军事负荷等级70(MLC)时需要满足安全标准是一个非常困难的问题70),即允许车辆重量为63.5吨。为了在MLC 70下优化60m长的LSMB,以实现轻质和最小挠度,基于遗传算法(GA)和加权总和法的多目标优化处理在验证了六元和五节点桁架问题的有效性之后,利用了多目标。本研究中的遗传算法使用可变惩罚函数来处理设计约束,而适应度函数则同时处理目标函数和惩罚函数。有限元结构分析LSMB的设计由ANSYS完成,用于设计优化过程。结果,优化设计的60 m跨距的LSMB既满足要求又安全已成功获得军用桥接设备设计和测试规范的标准。

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