...
首页> 外文期刊>Shock and vibration >Time-Domain Substructure Transient Vibration Transfer Path Analysis Based on Time-Varying Frequency Response Functions under Operational Excitations
【24h】

Time-Domain Substructure Transient Vibration Transfer Path Analysis Based on Time-Varying Frequency Response Functions under Operational Excitations

机译:基于运算激发下的时变频率响应函数的时域次结构瞬态振动传输路径分析

获取原文
           

摘要

The time-domain substructure inverse matrix method has become a popular method to detect and diagnose problems regarding vehicle noise, vibration, and harshness, especially for those impulse excitations caused by roads. However, owning to its reliance on frequency response functions (FRFs), the approach is effective only for time-invariable linear or weak nonlinear systems. This limitation prevents this method from being applied to a typical vehicle suspension substructure, which shows different nonlinear characteristics under different wheel transient loads. In this study, operational excitation was considered as a key factor and applied to calculate dynamic time-varying FRFs to perform accurate time-domain transient vibration transfer path analysis (TPA). The core idea of this novel method is to divide whole coupled substructural relationships into two parts: one involved time-invariable components; normal FRFs could be obtained through tests directly. The other involved numerical computations of the time-domain operational loads matrix and FRFs matrix in static conditions. This method focused on determining dynamic FRFs affected by operational loads, especially the severe transient ones; these loads are difficult to be considered in other classical TPA approaches, such as operational path analysis with exogenous inputs (OPAX) and operational transfer path analysis (OTPA). Experimental results showed that this new approach could overcome the limitations of the traditional time-domain substructure TPA in terms of its strict requirements within time-invariable systems. This is because in the new method, time-varying FRFs were calculated and used, which could make the FRFs at the system level directly adapt to time-varying systems from time to time. In summary, the modified method extends TPA objects studied in time-invariable systems to time-varying systems and, thus, makes a methodology and application innovation compared to traditional the time-domain substructure TPA.
机译:时域次结构逆矩阵方法已成为检测和诊断有关车辆噪声,振动和苛刻的问题的流行方法,特别是对于由道路引起的那些脉冲激励。然而,拥有其依赖频率响应函数(FRF),该方法仅适用于时间不变的线性或弱非线性系统。该限制可防止该方法应用于典型的车辆悬架子结构,其在不同的车轮瞬态负载下显示出不同的非线性特性。在该研究中,操作激励被认为是关键因素,并应用于计算动态时变FRF,以执行精确的时域瞬态振动传输路径分析(TPA)。这种新方法的核心思想是将整个耦合的子结构关系划分为两部分:一个涉及的时间不变组件;可以通过直接测试获得正常的FRF。其他涉及时域操作负载矩阵的数值计算和静态条件中的FRFS矩阵。该方法专注于确定受运营负荷影响的动态FRF,尤其是严重的瞬态;这些负载难以在其他经典TPA方法中考虑,例如具有外源输入(OPAX)和操作转移路径分析(OTPA)的操作路径分析。实验结果表明,这种新方法可以在时间不变系统内严格要求克服传统时域副结构TPA的局限性。这是因为在新方法中,计算并使用时变FRF,这可能使系统级别的FRF在时间上直接适应时变系统。总之,修改方法将在时间不变系统中研究的TPA对象扩展到时变系统,因此,与传统的时域子结构TPA相比,进行方法和应用创新。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号