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Design methodology of a six-component balance for measuring forces and moments in water tunnel tests

机译:六分量天平在水洞测试中用于测量力和力矩的设计方法

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This article describes the methodology used in the design and evaluation of a new, six-component balance. This balance is used to measure the forces and moments in model tests conducted in the water tunnel at the Iran University of Science & Technology (IUST). To design the structural parameters of the balance, were used derived equations as well as the finite element method in an iterative process. At every step in this process, the dimensions obtained from the derived equations were determined by considering the nominal strain. The finite element method was used to demonstrate the manner in which the strain was distributed and the reliability of the quantities obtained from the derived equations. To evaluate the designed balance, the strain distribution, linearity, stiffness, and the balance's ability to produce separate component outputs were investigated. The results that were obtained indicating that the designed structure satisfied all the design criteria. A first-order model was used to calibrate the balance. The evaluation of the sensitivity matrix showed that the error that resulted from the effects of the non-linearity associated with the applied loads was less than 0.05%.
机译:本文介绍了在设计和评估新型六组分天平中使用的方法。该天平用于测量在伊朗科学技术大学(IUST)的水隧道中进行的模型测试中的力和力矩。为了设计天平的结构参数,在迭代过程中使用了导出的方程式以及有限元方法。在此过程的每个步骤中,通过考虑公称应变来确定从导出的方程式获得的尺寸。使用有限元方法来演示应变的分布方式以及从导出的方程式获得的量的可靠性。为了评估设计的天平,研究了应变分布,线性,刚度以及天平产生单独零件输出的能力。获得的结果表明设计的结构满足所有设计标准。一阶模型用于校准余额。灵敏度矩阵的评估表明,与施加的载荷相关的非线性效应引起的误差小于0.05%。

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