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Experimental modal substructuring to couple and uncouple substructures with flexible fixtures and multi-point connections

机译:实验模态子结构,通过柔性夹具和多点连接来耦合和解耦子结构

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Modal substructuring or component mode synthesis (CMS) has been standard practice for many decades in the analytical realm, yet a number of significant difficulties have been encountered when attempting to combine experimentally derived modal models with analytical ones or when predicting the effect of structural modifications using experimental measurements. This work presents a new method that removes the effects of a flexible fixture from an experimentally obtained modal model. It can be viewed as an extension to the approach where rigid masses are removed from a structure. The approach presented here improves the modal basis of the substructure, so that it can be used to more accurately estimate the modal parameters of the built-up system. New types of constraints are also presented, which constrain the modal degrees of freedom of the substructures, avoiding the need to estimate the connection point displacements and rotations. These constraints together with the use of a flexible fixture enable a new approach for joining structures, especially those with statically indeterminate multi-point connections, such as two circular flanges that are joined by many more bolts than required to enforce compatibility if the substructures were rigid. Fixture design is discussed, one objective of which is to achieve a mass-loaded boundary condition that exercises the substructure at the connection point as it is in the built up system. The proposed approach is demonstrated with two examples using experimental measurements from laboratory systems. The first is a simple problem of joining two beams of differing lengths, while the second consists of a three-dimensional structure comprising a circular plate that is bolted at eight locations to a flange on a cylindrical structure. In both cases frequency response functions predicted by the substructuring methods agree well with those of the actual coupled structures over a significant range of frequencies.
机译:模态子结构或组件模式合成(CMS)在分析领域已成为数十年的标准实践,但是,当尝试将实验派生的模态模型与解析模型相结合或预测结构变形的效果时,却遇到了许多重大困难。实验测量。这项工作提出了一种新方法,该方法可以从实验获得的模态模型中消除柔性夹具的影响。可以将其视为从结构中去除刚体的方法的扩展。此处介绍的方法改善了子结构的模态基础,因此可用于更准确地估计组合系统的模态参数。还提出了新类型的约束,这些约束约束了子结构的模态自由度,从而无需估计连接点的位移和旋转。这些限制以及柔性夹具的使用为连接结构提供了一种新方法,尤其是那些具有不确定的多点连接结构的结构,例如两个圆形法兰,如果子结构是刚性的,则要用比强制执行兼容性所需的螺栓更多的螺栓来连接。讨论了夹具的设计,其目的之一是实现一种能够在连接点处像构建系统中的子结构一样行使子结构的质量加载边界条件。使用来自实验室系统的实验测量结果,通过两个示例演示了所提出的方法。第一个是连接两个不同长度的梁的简单问题,而第二个则由三维结构组成,该三维结构包括一个圆形板,该圆形板在八个位置用螺栓固定到圆柱结构上的法兰上。在两种情况下,通过子结构方法预测的频率响应函数都在相当大的频率范围内与实际耦合结构的频率响应函数非常吻合。

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