首页> 外文会议>5th International Conference on Vibration Engineering Sep 18-20, 2002 Nanjing, China >AN INVESTIGATION OF RESPONSE CALCULATION OF NON-OBSTRUCTIVE PARTICLE DAMPING BEAM BASED ON THE ENDOCHRONIC THEORY
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AN INVESTIGATION OF RESPONSE CALCULATION OF NON-OBSTRUCTIVE PARTICLE DAMPING BEAM BASED ON THE ENDOCHRONIC THEORY

机译:基于内熵理论的非阻塞性颗粒阻尼梁响应计算研究

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摘要

Non-Obstructive Particle Damping (NOPD) is a new composite damping technology came from traditional particle damping and impact damping technique. NOPD Structure has a good effect on decreasing sound and vibration. In the paper an incremental form of the endochronic constitutive equation of particles is derived and penalty element is introduced to solve connect problem between structure and particles. On the basis of them response of NOPD structure is calculated. Some tests are done. The tests have a good agreement with calculational results. It proves that the method developed in this paper is an effective method to calculate response of NOPD structure.
机译:无障碍颗粒阻尼(NOPD)是一种新的复合阻尼技术,它来自于传统的颗粒阻尼和冲击阻尼技术。 NOPD结构对降低声音和振动具有良好的效果。本文推导了粒子内在本构方程的增量形式,并引入罚分法来解决结构与粒子之间的连接问题。基于它们,计算出NOPD结构的响应。一些测试已经完成。测试与计算结果非常吻合。证明了本文开发的方法是计算NOPD结构响应的有效方法。

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