共查询到19条相似文献,搜索用时 78 毫秒
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基于模态分析理论,用DH5920分析仪系统对K360A数控车床整机进行模态试验分析。用Polymax模态参数识别软件对实测的频响函数数据进行识别处理,得到了该车床的多阶振动模态参数,并采用ANASYS软件对薄弱部件进行有限元模态分析处理,得出以提高车床切削抗振能力为目标的动力学优化设计改进方案。 相似文献
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简要介绍了模态分析的概念和基本原理及车床结构实验模态分析方法。通过对C616-车床和LG1640车床的实验模态分析,对比了它们的模态特性,找出其有害模态及机床结构的主要薄弱环节,为车床的动态优化设计提供了依据。附图5幅,表4个,参考文献2篇。 相似文献
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本文是作者在现场对车床结构模态进行较长时间的研究,实测了很多有用的数据,然后利用计算机进行实验模态分析(CAEMA)和可靠性研究,识别出模态参数,各阶振型和有害模态,为提高车床的内在质量、设计、调试提供了极有用而且可靠的的科学依据。 相似文献
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《机械制造与自动化》2017,(3):35-38
阐述了多参考点频域识别法理论,对某客车后视镜进行约束试验模态分析,并对后视镜试验模态的测试数据进行了分析处理,采用多自由度时域识别法中的最小二乘复频域法准确识别结构的模态参数,运用LMS Poly MAX法识别出该后视镜的模态参数,利用模态拟合和模态验证,对后视镜的模态参数的准确性进行分析和验证,得到精确的固有频率和振型。 相似文献
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为对木结构构件局部缺陷进行 有效检测,结合试验模态分析和有限元模拟方法,对含不同位置、大小和数量孔洞缺陷的木梁 进行研究,计算其第1阶位移模态振型和曲率模态,分析木梁损伤前后的曲率模态变化,探讨 模态分析方法在木材缺陷检测中的适用性。研究结果表明:曲率模态是一个对木梁损伤比较 敏感的参数,可用于对孔洞位置、大小及数量进行定量的估计;通过降低有限元模型局部单 元的弹性模量能够较好地模拟木梁损伤,有限元模态分析和试验模态分析得到的位移模态振 型及曲率模态吻合均较好,验证了模态分析对木梁无损检测是一种有效的方法。 相似文献
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针对某机床厂生产的CK5116数控立式车床在振动过程中存在振动,噪声大等问题,对该机床了进行模态分析。首先采用SolidWorks软件得到整机的三维模型,建立该机床整机结构动力特征方程,通过有限元求解,得到整机的各阶固有频率和振型,同时根据各阶振型变化形态及应力集中区域,分析可能产生的共振频率,结合机床整机振动模态测试试验得到的模态参数,对比试验模态和有限元模态计算结果,除实验条件原因外,在允许的误差范围内,验证了建立的有限元模型是正确的,从而为有效控制机床整机振动噪声等问题的研究提供理论基础,为同类机床结构性能优化分析与实验提供必要的参考。 相似文献
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为对木结构构件局部缺陷进行有效检测,结合试验模态分析和有限元模拟方法,对含不同位置、大小和数量孔洞缺陷的木梁进行研究,计算其第1阶位移模态振型和曲率模态,分析木梁损伤前后的曲率模态变化,探讨模态分析方法在木材缺陷检测中的适用性.研究结果表明:曲率模态是一个对木梁损伤比较敏感的参数,可用于对孔洞位置、大小及数量进行定量的估计;通过降低有限元模型局部单元的弹性模量能够较好地模拟木梁损伤,有限元模态分析和试验模态分析得到的位移模态振型及曲率模态吻合均较好,验证了模态分析对木梁无损检测是一种有效的方法. 相似文献
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雷达天线座模态分析与试验研究 总被引:1,自引:0,他引:1
以模态分析的相关理论为依据,在ansys环境下建立了某机载雷达天线座理论模态分析模型。通过理论模态分析与试验模态分析两种方法获得了天线座模态信息,并对理论模态与试验模态相结合进行了分析。分析结果表明,基于ansys环境下建立的天线座理论模型是正确的,结合部建模是合理的,模态分析结果是准确的;试验模态分析方法是可行的,且没有遗漏低阶模态信息。此模态分析方法为其它类似结构提供了一定的参考价值;模态分析与试验结果对于天线座的动态性能研究、雷达结构总体设计以及天线座优化设计提供了强力的技术支持。 相似文献
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车床床身是整台机床的基础和支架,其振动和刚度影响着零件的加工精度。利用SolidWorks建模,并运用ANSYS Workbench进行数控落地铣镗床滑座的前6阶模态分析,得到滑座的固有频率、振型及动态特征;在保证车床静刚度的前提下,提出3种优化方案,对优化前后的模型进行对比分析,找出最优方案,为车床的设计提供新的思路和方法。 相似文献
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Placement of sensors is one of the most important tasks performed during pretest planning. The purpose of this work was to develop and investigate the use of an iterative Guyan expansion for mass weighting of target modes for sensor placement analogous to the common iterative Guyan reduction technique. The goal was to determine the appropriate mass-weighting approach to use in conjunction with effective independence sensor set expansion. In either sensor set expansion, or reduction, mass weighting requires a reduction of the FEM mass matrix to the current sensor set size Test-Analysis-Model (TAM). A general theory is presented for target mode mass weighting that can accommodate any type of reduction technique. The theory predicts that sensor set expansion using static mass weighting will result in sensor configurations that produce poor static TAMs. In contrast, sensor set expansion using modal mass weighting exactly reproduces the correct mass distribution during the expansion process. The results of a numerical example corroborate the theory. The modal mass sensor set expansion process produced significantly more accurate static TAMs than the static mass expansion. The modal expansion process was not quite as accurate as the iterative static reduction approach, but modal expansion was over 1600 times faster. 相似文献
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光纤布拉格光栅传感器与基于应变模态理论的结构损伤识别 总被引:17,自引:0,他引:17
介绍了光纤布拉格光栅传感器和应变模态理论的基本原理,综述了应变模态理论用于结构损伤识别的研究现状,由于基于应变模态理论的结构损伤识别受到传统应变检测手段的制约,因此,寻求一种高精度应变检测手段已成为应变模态理论用于现场结构损伤识别的前提,根据光纤光栅所具有的高工绝对测量、准分布工数字测量、抗电磁干扰、构造简单、使用方便等诸多优点,提出用具有高精度的光纤光栅应变检测技术代替传统的应变片测量技术,并分析了其可行性。 相似文献
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Conventional modal parameter identifications are usually based on frequency response functions, which require measurements of both the input force and the resulting response. However, in many cases, only response data are available while the actual excitations (such as wind/wave load) are not measurable. Modal parameters estimation must base itself on response-only data. Over the past years, many time-domain modal parameter identification techniques from output-only are proposed. A poly-reference frequency-domain modal identification scheme on response-only is presented. It is based on coupling the cross-correlation theory with conventional frequency-domain modal parameter extraction. An experiment using an airplane model is performed to verify the proposed method. 相似文献
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Conceptual damage-sensitive features for structural health monitoring: Laboratory and field demonstrations 总被引:2,自引:0,他引:2
F. Necati Catbas Mustafa Gul Jason L. Burkett 《Mechanical Systems and Signal Processing》2008,22(7):1650-1669
The use of damage-sensitive features to evaluate structural condition or health is a very critical aspect of structural health monitoring. The purpose of this paper is to investigate the potential of two different damage-sensitive features for detecting damage. Different damage scenarios are simulated on a large-scale laboratory structure and a three-span highway bridge for demonstration. The features presented in this paper are the modal flexibility-based deflection and curvature both of which are obtained directly from dynamic properties. In the literature, flexibility associated with mode shapes and mode shapes curvatures have been mostly explored. In this study, multi-input–multi-output dynamic data are used to obtain modal flexibility, which is a close approximation to the actual flexibility. A main novelty is that the curvature is calculated from the deflected shapes using the modal flexibility as opposed to using modal vectors. In this paper, the theory of the methodology is explained and then experimental studies and results are presented. For the experimental studies, the laboratory specimen and the three-span bridge were gradually damaged. It is shown that both deflection and curvature are conceptual and physically meaningful features for damage detection and localization. The issues and the requirements for these features to perform successfully are also presented. 相似文献