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Theoretical and experimental modal analysis of a cantilever steel beam with a tip mass

机译:具有尖端质量的悬臂梁的理论和实验模态分析

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The need of a better understanding of the dynamic behavior of systems has been showing the importance of the use of reliable methods to determine modal properties through the knowledge of output-only measurements. This article begins describing the theoretical bases of an efficient method for output-only system identification and an application example is demonstrated further. The studied system is a steel cantilever beam with a tip mass, which was tested at the Group of Applied Mechanics/Federal University of Rio Grande do Sul. Through free vibration tests, the response of the beam is acquired, and using the stochastic subspace system identification method (SSI), its dynamic properties are determined. Next, the beam is analysed by finite-element method and also through the theory of vibrations of continuous systems, determining its spectral properties. Thus, the results obtained through SSI are compared with the numerical and theoretical results, showing that the dynamic properties obtained through the procedure of system identification are reliable. [PUBLICATION ABSTRACT]
机译:需要更好地了解系统的动态行为,这表明使用可靠的方法通过仅输出测量的知识来确定模态特性的重要性。本文开始描述一种有效的仅输出系统识别方法的理论基础,并进一步演示一个应用示例。所研究的系统是具有尖端质量的钢悬臂梁,已在南里奥格兰德州应用力学小组/联邦大学进行了测试。通过自由振动测试,获得了梁的响应,并使用随机子空间系统识别方法(SSI)确定了梁的动态特性。接下来,通过有限元方法并通过连续系统的振动理论对光束进行分析,确定其光谱特性。因此,将通过SSI获得的结果与数值和理论结果进行比较,表明通过系统识别过程获得的动态特性是可靠的。 [出版物摘要]

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