STRESS AND DEFORMATION ANALYSIS OF A U-SHAPED THIN AQUEDUCT BASED ON SHELL ELEMENT

Chuan Zhao, L. Zhang, Sanming Feng, Peng Zeng, Qiang Zhou, Rui Yu
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Abstract

In order to study the stress and deformation characteristics of Jigongzui U-shaped thin shell aqueduct structure, shell element in ANSYS is proposed to establish the three-dimensional finite element model of the aqueduct for numerical calculation, and the relevant mechanical parameters are obtained by detecting the depth of concrete carbonization. The simulated results show that: (1) The concrete carbonization depth of Jigongzui aqueduct reached 20mm, accounting for about 20% of the total thickness of the channel wall; (2) With the increase of aqueduct water level, the deformation and stress of the aqueduct body gradually increase. The maximum deflection in the middle of the span is 6.98mm, which is less than the limit value of the specification, but the tension in some areas at the bottom of the middle of the span is obvious, exceeding the allowable tensile strength. It is suggested to strengthen the aqueduct body by pasting high-performance fiber materials to improve the stress distribution of the aqueduct body; (3) Shell  element has fast calculation speed and high efficiency when simulating similar U-shaped thin shell aqueduct, which can be popularized in simulating similar thin shell structures.
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基于壳单元的u型薄渡槽应力与变形分析
为了研究鸡公嘴u型薄壳渡槽结构的应力和变形特性,提出在ANSYS中采用壳单元建立渡槽的三维有限元模型进行数值计算,并通过检测混凝土碳化深度获得相关力学参数。模拟结果表明:(1)鸡公嘴渡槽混凝土碳化深度达到20mm,约占槽壁总厚度的20%;(2)随着渡槽水位的升高,渡槽体的变形和应力逐渐增大。跨中最大挠度为6.98mm,小于规范限值,但跨中底部部分区域张力明显,超过许用抗拉强度。建议通过粘贴高性能纤维材料对渡槽体进行加固,改善渡槽体的应力分布;(3)壳单元在模拟类似u型薄壳渡槽时计算速度快、效率高,可在类似薄壳结构的模拟中推广应用。
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