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A beam segment element for dynamic analysis of large aqueducts

机译:大型渡槽动力分析的梁段单元

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Large aqueduct structure is a complex structure that is commonly used in hydraulic engineering, especially in large-scale water conveying projects. The analysis of dynamic response for an aqueduct structure is necessary if the aqueduct is built in an earthquake area. Traditional 3D finite element analysis is time consuming and the existing simplified response method cannot take into account all the effects, such as the bending-torsion coupling effect and the constrained torsion, of the deformations of the thin wall structure of the aqueduct body. For this special structure, a simple and yet accurate model for dynamic analysis is needed. In this paper, a beam segment element is developed and used for the calculation of dynamic response for aqueduct structures. With the frame of the aqueduct being modeled using beam element, the proposed model can calculate the dynamic response of the whole aqueduct structures. Results are compared with that of a general purpose finite element analysis software using 3D finite element model. Good agreement is achieved between the two models. However, the proposed model needs less elements and much less computing time.
机译:大型渡槽结构是水利工程中常用的复杂结构,特别是在大型输水工程中。如果在地震区建造了渡槽,则必须对渡槽结构的动力响应进行分析。传统的3D有限元分析非常耗时,并且现有的简化响应方法无法考虑到渡槽主体薄壁结构变形的所有影响,例如弯曲-扭转耦合效应和约束扭转。对于这种特殊的结构,需要一个简单而准确的动态分析模型。本文开发了一种梁段单元,并将其用于渡槽结构动力响应的计算。利用梁单元对渡槽框架进行建模,所提出的模型可以计算整个渡槽结构的动力响应。将结果与使用3D有限元模型的通用有限元分析软件的结果进行比较。两种模型之间达成了良好的协议。但是,提出的模型需要更少的元素和更少的计算时间。

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