基于修正模态应变能法的硬涂层薄板结构阻尼预估及优化
[Abstract]:A hard coating is a coating material made of metal, ceramic, or a mixture of the two. In recent years, it has been found that the damping coefficient of the structure coated with hard coating increases and the resonance stress decreases, that is, the hard coating has the effect of damping and damping vibration. Predicting the damping performance of hard coating composite structure is a key content in the research of hard coating damping and vibration absorption. Modal strain energy method is a classical method for predicting damping performance of composite structures. However, the classical modal strain energy method can not be directly applied to the damping performance prediction of hard coated composite structures. In this paper, a new method for predicting damping performance of hard coated composite structures is proposed on the premise of considering the characteristics of medium and small damping of hard coating materials and correcting the calculation error of classical modal strain energy method. The optimum design of coating position is studied in the following four aspects: firstly, the basic theory of modal strain energy method is expounded. The theoretical formulas for solving the global modal strain energy and the element modal strain energy are given. With the example of cantilever titanium plate structure, ANSYS and Matlab are used to calculate the first 6 natural frequencies, the global modal strain energy and the element modal strain energy distribution of the clamped thin plate structure, respectively. The concrete flow and main commands of solving modal strain energy are described, and the calculation results are compared. Then, the process of estimating the damping of hard coating composite structure by classical mode strain energy method is introduced. Under the background of improving the calculation error of classical modal strain energy method, two modified mode strain energy methods are proposed to predict the damping performance of hard-coated composite structures. The principle formula of modified mode strain energy method is derived. The calculation flow of damping performance of hard coating composite structure is described. A cantilever plate coated with Mg-AL hard coating is taken as an example. Furthermore, the effects of Young's modulus, loss factor and coating thickness on the damping properties of hard coating materials are discussed. The influence of single factor and couple factor on damping performance is studied respectively. The results show that the damping properties of the composite structure can be improved by increasing the Young's modulus, loss factor and thickness of the hard coating. Finally, the damping optimization design of hard coated thin plate structure is completed. The location of hard coating is calculated by modal strain energy method. The damping optimization of single and multi-order vibration suppression is discussed, and the effect of local coating area on the damping performance of composite structures is discussed. Many experiments have been carried out to verify the conclusion that the modal strain energy method is used to optimize the damping design. The research results in this paper can be used as reference for the preparation of hard coating materials and the design of damping vibration, and also for the application of hard coating damping technology in the thin shell structure of power equipment.
【学位授予单位】:东北大学
【学位级别】:硕士
【学位授予年份】:2014
【分类号】:TB535.1
【相似文献】
相关期刊论文 前10条
1 任倩,应祖光;关于杆件组合变形的应变能[J];浙江科技学院学报;2004年02期
2 齐俊伟;肖军;王跃全;;超长复合材料应变能杆件连续自动化成型技术及应用[J];航空制造技术;2013年15期
3 史治宇,吕令毅;由模态应变能法诊断结构破损的实验研究[J];东南大学学报;1999年02期
4 王寿梅,李宁,徐明;血管的新应变能函数(Ⅰ)[J];北京航空航天大学学报;2001年03期
5 许国,朱俊高;用应变能定义土的小应变方程[J];电力勘测;2002年04期
6 史治宇,罗绍湘,张令弥;结构破损定位的单元模态应变能变化率法[J];振动工程学报;1998年03期
7 颜王吉;黄天立;任伟新;;基于单元模态应变能灵敏度的结构损伤统计识别[J];中南大学学报(自然科学版);2011年01期
8 黄达;谭清;黄润秋;;高应力强卸荷条件下大理岩损伤破裂的应变能转化过程机制研究[J];岩石力学与工程学报;2012年12期
9 卢万年;应变能-莫尔准则及其在岩石材料中的应用[J];长安大学学报(地球科学版);1993年02期
10 杜家政;王莉;卢立晗;;框架结构单元几何应变能的计算与验证[J];北京工业大学学报;2014年06期
相关会议论文 前7条
1 任九生;郑献兵;;血管壁材料结构与应变能函数的新进展[A];中国力学大会——2013论文摘要集[C];2013年
2 张庆;史家钧;;基于模态应变能改变的损伤统计识别方法研究[A];第八届全国振动理论及应用学术会议论文集摘要[C];2003年
3 王莉;杜家政;;空间框架结构几何应变能的推导与验证[A];北京力学会第19届学术年会论文集[C];2013年
4 李浦;袁奇;高进;;应变能理论在端面齿连接段刚度的应用[A];中国动力工程学会透平专业委员会2011年学术研讨会论文集[C];2011年
5 张兆德;王德禹;;基于模态应变能的海洋平台损伤检测[A];2005年石油装备技术发展学术交流年会论文集[C];2005年
6 郭杏林;王辉;;基于模态应变能变化率的管道损伤识别[A];第二十一届全国振动与噪声高技术及应用学术会议论文集[C];2008年
7 唐小兵;沈成武;巫影;;裂纹对空间框架固有频率影响的数值分析[A];第十届全国结构工程学术会议论文集第Ⅰ卷[C];2001年
相关硕士学位论文 前5条
1 郝春磊;基于修正模态应变能法的硬涂层薄板结构阻尼预估及优化[D];东北大学;2014年
2 吴斌;基于应变能敏感度的树状结构形态创构研究[D];哈尔滨工业大学;2013年
3 颜王吉;单元模态应变能灵敏度及其在结构损伤识别中的应用[D];中南大学;2008年
4 张文江;基于小波变换和应变能的网格结构损伤识别与定位研究[D];辽宁工程技术大学;2009年
5 谭清;高应力下大理岩卸荷破裂分形及应变能转化规律研究[D];重庆大学;2012年
,本文编号:2165622
本文链接:https://www.wllwen.com/guanlilunwen/gongchengguanli/2165622.html