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首页> 外文期刊>Journal of Sound and Vibration >Analytical and experimental studies on out-of-plane dynamic parametric instability of a circular arch under a vertical harmonic base excitation
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Analytical and experimental studies on out-of-plane dynamic parametric instability of a circular arch under a vertical harmonic base excitation

机译:垂直谐波励磁下圆形拱面外平面动态参数不稳定性的分析与实验研究

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摘要

The out-of-plane dynamic stability of an arch under a vertical periodical base excitation is investigated by using both analytical and experimental methods. When the excitation frequency is near twice the out-of-plane natural frequency of the arch, an out-of-plane divergent vibration is induced, which will eventually leads to an out-of-plane dynamic parametric instability of the arch. Firstly, Hamiltonian principle is employed to derive the in-plane dynamic equations, and analytical solutions for the dynamic axial compressive force and bending moment in pre-stability state are obtained and verified by numerical simulations. Then the mode shape functions for the out-of-plane dynamic instability are analytically determined and the out-of-plane dynamic instability regions are obtained by Bolotin's method. Factors affecting the critical excitation frequencies of the out-of-plane dynamic instability regions, such as the arch's included angle, the slenderness ratio, and the logarithmic decrement, are thoroughly analyzed and verified via the method of multiple scales. Lastly, laboratory tests are carried out for the out-of-plane parametric resonance instability of fix-ended circular arches with various included angles and slenderness ratios. The critical excitation frequencies of dynamic instability regions of the tested arches are determined by increasing and decreasing the excitation frequency, and the experimental results agree with the theoretical counterparts very well. The main contributions of this work include: (1) obtaining an analytical solution of out-of-plane dynamic instability regions for the arch under a vertical harmonic base excitation; (2) applying a newly-designed experimental system to conduct the out-of-plane dynamic instability tests; (3) proposing a method of time domain analytical solution to determine the critical excitation frequencies of the out-of-plane dynamic instability region, and (4) discussing the dynamic instability mechanism for base-excited arches. (C) 2021 Elsevier Ltd. All rights reserved.
机译:采用分析和试验相结合的方法,研究了拱在竖向周期性基底激励下的平面外动力稳定性。当激励频率接近拱的平面外固有频率的两倍时,会产生平面外发散振动,最终导致拱的平面外动力参数失稳。首先,利用哈密顿原理推导了平面内的动力学方程,得到了预稳定状态下动态轴压和弯矩的解析解,并通过数值模拟进行了验证。然后解析地确定了平面外动力失稳的振型函数,并用Bolotin方法得到了平面外动力失稳区域。通过多尺度方法,对影响平面外动力失稳区临界激励频率的因素,如拱的夹角、长细比和对数衰减率进行了深入分析和验证。最后,对不同夹角和长细比的固定端圆拱进行了平面外参数共振失稳试验。通过增加和减少激振频率,确定了试验拱动力失稳区的临界激振频率,实验结果与理论结果吻合良好。本文的主要贡献包括:(1)得到了拱在竖向简谐基底激励下平面外动力失稳区域的解析解;(2) 应用新设计的实验系统进行平面外动力失稳试验;(3) 提出了确定平面外动力失稳区临界激励频率的时域解析解方法;(4)探讨了基础激励拱的动力失稳机理。(c)2021爱思唯尔有限公司保留所有权利。

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