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    外接支臂型转台承载性能试验研究及有限元分析

    Experimental Study and Finite Element Analysis of Load-bearing Performance of an External Arm-type Turntable

    • 摘要: 文中对外接支臂型转台外载荷开展理论筛选分析、承载性能有限元仿真分析与试验研究,建立考虑接触非线性的有限元模型,并验证该有限元分析方法具备高置信度与计算精度。结果表明:在转台外部载荷恒定条件下,支臂承载载荷、结构应力及变形量均随受载角度呈正弦规律变化;仿真最严酷工况下,结构最大应力为 553 MPa,强度安全系数为 1.8;最大变形为 7.47 mm,回转中心角度偏差 21″,优于 36″的设计指标要求。提出一种适用于多受载角度工况的大型转台力学试验方法,并完成配套试验装置设计,试验测得最严酷工况力学响应与仿真结果高度吻合:实测最大变形为 7.89 mm,与仿真对应测点相对偏差 5.3%;实测最大应力为 202 MPa,与仿真对应测点相对偏差 5.4%;变形与载荷线性相关系数不小于 0.99;全部应力大于 30 MPa 的试验测点与仿真应力最大相对偏差为 6.7%,表明仿真与试验结果一致性较高。基于偏差上限进行推算,试验无法实测区域的结构最大应力约为 572~654 MPa,安全系数大于 1.5。

       

      Abstract: Theoretical screening analysis on external loads of the external arm-type turntable, finite element simulation analysis and experimental research on bearing performance are carried out. A finite element model considering contact nonlinearity is established, and the high confidence and calculation accuracy of the finite element analysis method are verified by comparison with experimental test results. The results show that under the constant external load of the turntable, the bearing load of support arms, structural stress and deformation are all changed in a sinusoidal pattern with loading angles. Under the most severe working conditions of simulation, the maximum structural stress is set as 553 MPa, the strength safety factor is set as 1.8; the maximum deformation is set as 7.47 mm, and the angular deviation of rotation center is set as 21 arcseconds, which is superior to the design index requirement of 36 arcseconds. A mechanical test method suitable for large turntables under multiple loading angle working conditions is proposed, and the supporting test device is designed. The mechanical responses under the most severe working conditions obtained from tests are highly consistent with simulation results: the measured maximum deformation is obtained as 7.89 mm, with a relative deviation of 5.3% from the corresponding simulation measuring points; the measured maximum stress is obtained as 202 MPa, with a relative deviation of 5.4% from the corresponding simulation measuring points; the linear correlation coefficient between deformation and load is specified to be no less than 0.99; the maximum relative deviation between simulation stress and all test measuring points with stress greater than 30 MPa is calculated as 6.7%, which indicates that high consistency is maintained between simulation and experimental results. The maximum structural stress in regions unavailable for experimental measurement is estimated to be about 572–654 MPa by calculation based on the upper limit of relative deviation, and the safety factor is controlled to be greater than 1.5.

       

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