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Modeling of self-excited forces during multimode flutter: an experimental study

机译:多模颤振期间自激力的建模:一项实验研究

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The prediction of multimode flutter relies, to a larger extent than bimodal flutter, on accurate modeling of the self-excited forces since it is challenging to perform experimental validation by using aeroelastic tests for a multimode case. This paper sheds some light on the accuracy of predicted self-excited forces by comparing numerical predictions of self-excited forces with measured forces from wind tunnel tests considering the flutter vibration mode. The critical velocity and the corresponding flutter vibration mode of the Hardanger Bridge are first determined using the classical multimode approach. Then, a section model of the bridge is forced to undergo a motion corresponding to the flutter vibration mode at selected points along the bridge, during which the forces that act upon it are measured. The measured self-excited forces are compared with numerical predictions to assess the uncertainty involved in the modeling. The self-excited lift and pitching moment are captured in an excellent manner by the aerodynamic derivatives. The self-excited drag force is, on the other hand, not well represented since second-order effects dominate However, the self-excited drag force is very small for the cross-section considered, making its influence on the critical velocity marginal. The self-excited drag force can, however, be of higher importance for other cross-sections.
机译:多模颤振的预测在很大程度上要比双峰颤振更依赖于自激力的精确建模,因为在多模情况下使用气动弹性测试来进行实验验证具有挑战性。通过将自激力的数值预测与考虑了颤振模式的风洞测试中测得的力进行比较,本文对自激力的预测准确性进行了阐述。首先使用经典的多模方法确定Hardanger桥的临界速度和相应的颤振模式。然后,迫使桥梁的截面模型在沿桥梁的选定点处经受与颤动振动模式相对应的运动,在此期间测量作用在桥梁上的力。将测得的自激力与数值预测进行比较,以评估建模中涉及的不确定性。自激升力和俯仰力矩被空气动力学导数很好地捕获。另一方面,由于二阶效应起主导作用,因此不能很好地表现出自激拖曳力。然而,对于所考虑的横截面,自激拖曳力非常小,从而使其对临界速度的影响很小。但是,自激拖曳力对于其他横截面可能具有更高的重要性。

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