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VIBRATION CHARACTERISTICS OF HIGH NATURAL FREQUENCY MECHANICAL STRUCTURES

机译:高自然频率机械结构的振动特性

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摘要

Recently, it has been reported that a rupture of the piping in an earthquake is produced not by a momentary large load but by cumulative fatigue damage. Then it is expected that the rupture of equipment and piping that have high natural frequency is also caused by cumulative fatigue damage. Therefore it is very important to grasp this effect accurately. In this study, vibration characteristics at high frequency band are investigated. At first numerical analyses are carried out. In the analysis, elasto-plastic model that gives the system elasto-plastic behavior by differential equation is adopted. Then fundamental experiments by using simple single-degree-of-freedom model are carried out to investigate property of experiment model and vibration characteristic. The experiments consist of static experiments, free vibration experiments, and forced vibration experiments.
机译:最近,据报道,地震中管道的破裂不是由瞬时大载荷引起的,而是由累积疲劳损伤引起的。然后,可以预期,具有高固有频率的设备和管道的破裂也是由累积疲劳损伤引起的。因此,准确掌握此效果非常重要。在这项研究中,研究了高频段的振动特性。首先,进行数值分析。在分析中,采用了通过微分方程给出系统弹塑性行为的弹塑性模型。然后通过简单的单自由度模型进行基础实验,以研究实验模型的性质和振动特性。实验包括静态实验,自由振动实验和强制振动实验。

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