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ON FREE WAVE PROPAGATION IN ANISOTROPIC LAYERED MEDIA 被引量:5
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作者 Yongqiang Guo Weiqiu Chen 《Acta Mechanica Solida Sinica》 SCIE EI 2008年第6期500-506,共7页
The method of reverberation-ray matrix (MRRM) is extended and modified for the analysis of free wave propagation in anisotropic layered elastic media. A general, numerically stable formulation is established within ... The method of reverberation-ray matrix (MRRM) is extended and modified for the analysis of free wave propagation in anisotropic layered elastic media. A general, numerically stable formulation is established within the state space framework. The compatibility of physical variables in local dual coordinates gives the phase relation, from which exponentially growing functions are excluded. The interface and boundary conditions lead to the scattering relation, which avoids matrix inversion operation. Numerical examples are given to show the high accuracy of the present MRRM. 展开更多
关键词 anisotropic layered media the method of reverberation-ray matrix elastic waves dispersion characteristic
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Guided wave propagation in multilayered piezoelectric structures 被引量:4
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作者 GUO YongQiang1, CHEN WeiQiu2,3 & ZHANG YongLiang4 1 Key Laboratory of Mechanics on Disaster and Environment in Western China, Ministry of Education, and School of Civil Engineering and Mechanics, Lanzhou University, Lanzhou 730000, China 2 Key Laboratory of Soft Soils and Geoenvironmental Engineering, Ministry of Education, and Department of Civil Engineering, Zhejiang University, Hangzhou 310058, China +1 位作者 3 Department of Engineering Mechanics, Zhejiang University, Hangzhou 310027, China 4 School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2009年第7期1094-1104,共11页
A general formulation of the method of the reverberation-ray matrix (MRRM) based on the state space formalism and plane wave expansion technique is presented for the analysis of guided waves in multilayered piezoelect... A general formulation of the method of the reverberation-ray matrix (MRRM) based on the state space formalism and plane wave expansion technique is presented for the analysis of guided waves in multilayered piezoelectric structures. Each layer of the structure is made of an arbitrarily anisotropic piezoelectric material. Since the state equation of each layer is derived from the three-dimensional theory of linear piezoelectricity, all wave modes are included in the formulation. Within the framework of the MRRM, the phase relation is properly established by excluding exponentially growing functions, while the scattering relation is also appropriately set up by avoiding matrix inversion operation. Consequently, the present MRRM is unconditionally numerically stable and free from computational limitations to the total number of layers, the thickness of individual layers, and the frequency range. Numerical examples are given to illustrate the good performance of the proposed formulation for the analysis of the dispersion characteristic of waves in layered piezoelectric structures. 展开更多
关键词 MULTILAYERED PIEZOELECTRIC structures the method of reverberation-ray matrix GUIDED WAVES dispersion characteristic
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Recursive formulations for the method of reverberation-ray matrix and the application 被引量:3
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作者 ZHU Jun CHEN WeiQiu +1 位作者 YE GuiRu Lü ChaoFeng 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2009年第2期293-302,共10页
A recursive formulation is proposed for the method of reverberation-ray matrix (MRRM) to exactly analyze the free vibration of a multi-span continuous rectangular Kirchhoff plate, which has two oppo- site simply-suppo... A recursive formulation is proposed for the method of reverberation-ray matrix (MRRM) to exactly analyze the free vibration of a multi-span continuous rectangular Kirchhoff plate, which has two oppo- site simply-supported edges. In contrast to the traditional MRRM, numerical stability is achieved by using the present new formulation for high-order frequencies or/and for plates with large span-to-width ratios. The heavy computational cost of storage and memory are also cut down. An improved recursive formulation is further proposed by modifying the iterative formula to reduce the matrix inversion op- erations. Numerical examples are finally given to demonstrate the effectiveness and efficiency of the proposed recursive formulae. 展开更多
关键词 method of reverberation-ray matrix RECURSIVE FORMULATION free vibration continuous KIRCHHOFF PLATE
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Reconfigurable metamaterial for asymmetric and symmetric elastic wave absorption based on exceptional point in resonant bandgap
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作者 Jianlin YI Zheng WU +1 位作者 Rongyu XIA Zheng LI 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI CSCD 2023年第1期1-20,共20页
Elastic wave absorption at subwavelength scale is of significance in many engineering applications.Non-Hermitian metamaterials show the ability in high-efficiency wave absorption.However,the single functionality of me... Elastic wave absorption at subwavelength scale is of significance in many engineering applications.Non-Hermitian metamaterials show the ability in high-efficiency wave absorption.However,the single functionality of metamaterials is an important limitation on their practical applications for lack of tunability and reconfigurability.Here,we propose a tunable and reconfigurable non-Hermitian piezoelectric metamaterial bar,in which piezoelectric bars connect with resonant circuits,to achieve asymmetric unidirectional perfect absorption(UPA)and symmetric bidirectional perfect absorption(PA)at low frequencies.The two functions can be arbitrarily switched by rearranging shunted circuits.Based on the reverberation-ray matrix(RRM)method,an approach is provided to achieve UPA by setting an exceptional point(EP)in the coupled resonant bandgap.By using the transfer matrix method(TMM)and the finite element method(FEM),it is observed that a non-Hermitian pseudo-band forms between two resonant bandgaps,and the EP appears at the bottom of the pseudo-band.In addition,the genetic algorithm is used to accurately and efficiently design the shunted circuits for desired low-frequency UPA and PA.The present work may provide new strategies for vibration suppression and guided waves manipulation in wide potential applications. 展开更多
关键词 non-Hermitian metamaterial exceptional point(EP) unidirectional perfect absorption(UPA) piezoelectric metamaterial reverberation-ray matrix(RRM)method genetic algorithm
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Effect of negative permeability on elastic wave propagation in magnetoelastic multilayered composites 被引量:1
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作者 W. Wang Y.Q. Guo W.Q. Chen 《Theoretical & Applied Mechanics Letters》 CAS CSCD 2017年第3期126-133,共8页
With the advent of left-handed magnetic materials, it is desirable to develop high-performance wave devices based on their novel properties of wave propagation. This letter reports the special properties of elastic wa... With the advent of left-handed magnetic materials, it is desirable to develop high-performance wave devices based on their novel properties of wave propagation. This letter reports the special properties of elastic wave propagation in magnetoelastic multilayered composites with negative permeability as compared to those in counterpart structures with positive permeability. These novel properties of elastic waves are discerned from the diversified dispersion curves, which represent the propagation and attenuation characteristics of elastic waves. To compute these dispersion curves, the method of reverberation-ray matrix is extended for the analysis of elastic waves in magnetoelastic multilayered composites. Although only the results of a single piezomagnetic and a binary magnetoelastic layers with mechanically free and magnetically short surfaces as well as perfect interface are illustrated in the numerical examples, the analysis is applicable to magnetoelastic multilayered structures with other kinds of boundaries/interfaces. 展开更多
关键词 Magnetoelastic multilayered composites Elastic wave propagation Method of reverberation-ray matrix Negative permeability Wave mode conversion
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Dynamics of a prestressed Timoshenko beam subject to arbitrary external load
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作者 Ji-qing JIANG Gui-ru YE 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2010年第11期898-907,共10页
The free vibration and transient wave in a prestressed Rayleigh-Timoshenko beam subject to arbitrary transverse forces are analyzed by the newly developed method of reverberation-ray matrix (MRRM). The effects of shea... The free vibration and transient wave in a prestressed Rayleigh-Timoshenko beam subject to arbitrary transverse forces are analyzed by the newly developed method of reverberation-ray matrix (MRRM). The effects of shear deformation and rotational inertia are taken into consideration. With a Fourier transform technique, the general wave solutions with two sets of unknown amplitude coefficients are obtained in the transformed domain for an unbonded prestressed beam under the action of arbitrary external excitations. From the coupling at joints and the compatibility of displacements in each member, the free and forced vibration responses of a beam with various boundary conditions are finally evaluated through certain numerical algorithms. Results are presented for a simply-supported beam subject to either a point fixed load or moving load. Good agreement with the finite element method (FEM) is obtained. The present work is instructive for high-speed railway bridge design and structural health monitoring. 展开更多
关键词 reverberation-ray analysis Prestressed Timoshenko beam Free vibration Dynamic responses
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Exact free vibration analysis of open circular cylindrical shells by the method of reverberation-ray matrix 被引量:2
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作者 Xiong-liang YAO Dong TANG +1 位作者 Fu-zhen PANG Shuo LI 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2016年第4期295-316,共22页
This paper is concerned with the free vibration analysis of open circular cylindrical shells with either the two straight edges or the two curved edges simply supported and the remaining two edges supported by arbitra... This paper is concerned with the free vibration analysis of open circular cylindrical shells with either the two straight edges or the two curved edges simply supported and the remaining two edges supported by arbitrary classical boundary conditions. Based on the Donnell-Mushtari-Vlasov thin shell theory, an analytical solution of the traveling wave form along the simply supported edges and the modal wave form along the remaining two edges is obtained. With such a unidirectional traveling wave form solution, the method of the reverberation-ray matrix is introduced to derive the equation of natural frequencies of the shell with different classical boundary conditions. The exact solutions for natural frequencies of the open circular cylindrical shell are obtained with the employment of a golden section search algorithm. The calculation results are compared with those obtained by the finite element method and the methods in the available literature. The influence of length, thickness, radius, included angle, and the boundary conditions of the open circular cylindrical shell on the natural frequencies is investigated. The exact calculation results can be used as benchmark values for researchers to check their numerical methods and for engineers to design structures with thin shell components. 展开更多
关键词 Open circular cylindrical shell Method of reverberation-ray matrix Free vibration analysis Donnell-Mushtari- Vlasov thin shell theory Analytical wave form solution
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埋置框架质量检测的探讨 被引量:21
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作者 余云燕 鲍亦兴 陈云敏 《力学学报》 EI CSCD 北大核心 2006年第3期339-346,共8页
提出了埋置框架的回传射线矩阵法,研究了方波脉冲轴向作用、水平作用和斜向作用下有缺陷埋置框架和无缺陷埋置框架的速度波.结果表明:横向速度波不能识别埋置框架的基桩缺陷,轴向速度波可以识别,而且基桩缺陷信号很强烈;脉冲水平作用... 提出了埋置框架的回传射线矩阵法,研究了方波脉冲轴向作用、水平作用和斜向作用下有缺陷埋置框架和无缺陷埋置框架的速度波.结果表明:横向速度波不能识别埋置框架的基桩缺陷,轴向速度波可以识别,而且基桩缺陷信号很强烈;脉冲水平作用不能识别基桩缺陷,轴向或斜向作用可以识别. 展开更多
关键词 回传射线矩阵法 埋置框架 瞬态波动 检测 弹性波
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均质土中部分埋入变模量桩的波动响应研究 被引量:16
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作者 余云燕 余莉芬 《振动工程学报》 EI CSCD 北大核心 2010年第2期200-205,共6页
基于回传射线矩阵法,求得单位脉冲作用下均质土中部分埋入任意段变模量桩的桩顶速度导纳,利用Fourier逆变换和卷积定理得到瞬态半正弦激振力作用下的桩顶时域速度响应。比较部分埋入变模量桩与部分埋入完整桩的桩顶速度导纳和反射波,分... 基于回传射线矩阵法,求得单位脉冲作用下均质土中部分埋入任意段变模量桩的桩顶速度导纳,利用Fourier逆变换和卷积定理得到瞬态半正弦激振力作用下的桩顶时域速度响应。比较部分埋入变模量桩与部分埋入完整桩的桩顶速度导纳和反射波,分析缺陷长度和埋深、缺陷程度和脉冲持续时间对部分埋入变模量桩桩顶速度导纳和反射波的影响。结果表明:部分埋入变模量桩的反射波有延迟现象,缺陷长度和程度影响速度导纳曲线中波峰波谷对应的频率值,缺陷埋深对其没有影响。 展开更多
关键词 部分埋入变模量桩 均质土 回传射线矩阵法 瞬态波动 速度导纳
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有缺陷埋置框架的波动响应及影响因素研究 被引量:12
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作者 余云燕 《振动工程学报》 EI CSCD 北大核心 2007年第2期194-199,共6页
采用回传射线矩阵法对埋置框架的缺陷检测进行了研究。局部缺陷用减小横截面面积来模拟。比较了有缺陷埋置框架与无缺陷埋置框架的速度波,分析了接收点、脉冲荷载作用点、缺陷位置和程度等对速度波的影响。结果表明:斜向脉冲荷载作用下... 采用回传射线矩阵法对埋置框架的缺陷检测进行了研究。局部缺陷用减小横截面面积来模拟。比较了有缺陷埋置框架与无缺陷埋置框架的速度波,分析了接收点、脉冲荷载作用点、缺陷位置和程度等对速度波的影响。结果表明:斜向脉冲荷载作用下的轴向速度波可判定缺陷存在,确定缺陷位置和缺陷段长度,最佳接收点和最佳荷载作用点位于要判定缺陷的基桩上。 展开更多
关键词 回传射线矩阵法 埋置框架 瞬态波动 检测
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均质土中半埋入完整桩的瞬态波动响应 被引量:11
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作者 余云燕 余莉芬 《兰州交通大学学报》 CAS 2009年第4期1-6,共6页
基于回传射线矩阵法,研究均质土中半埋入完整桩在半正弦脉冲激振力作用下桩顶的频域及时域响应,并与全埋入完整桩作对比,进一步分析外露桩长、土性参数对桩顶速度导纳和反射波的影响.结果表明:半埋入完整桩的速度导纳有大波峰夹小波峰... 基于回传射线矩阵法,研究均质土中半埋入完整桩在半正弦脉冲激振力作用下桩顶的频域及时域响应,并与全埋入完整桩作对比,进一步分析外露桩长、土性参数对桩顶速度导纳和反射波的影响.结果表明:半埋入完整桩的速度导纳有大波峰夹小波峰的特征循环,相邻大波峰之间频率差反映外露桩和入土桩的长度;桩侧土刚度越大,反射波曲线整体向下偏移量也越大. 展开更多
关键词 回传射线矩阵法 均质土 半埋入完整桩 瞬态波动 速度导纳
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框架结构瞬态波动响应及自振频率的回传射线矩阵法分析 被引量:9
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作者 陈进浩 余云燕 《振动与冲击》 EI CSCD 北大核心 2016年第10期83-90,共8页
基于回传射线矩阵法,通过节点的力平衡和位移协调条件及局部坐标系下单元两端位移之间的关系,建立方波脉冲激振力作用下铰接T形框架的回传射线矩阵。在此基础上分析了弹性波在框架中的传播特征,探讨了单元交界点处的反射波、入射波与透... 基于回传射线矩阵法,通过节点的力平衡和位移协调条件及局部坐标系下单元两端位移之间的关系,建立方波脉冲激振力作用下铰接T形框架的回传射线矩阵。在此基础上分析了弹性波在框架中的传播特征,探讨了单元交界点处的反射波、入射波与透射波的波形特征。以回传射线矩阵法为基础,求解此框架的自振频率,并与有限元法求出的结果进行比较,结果表明,二者之间的结果非常接近,以此证明了该方法的有效性。 展开更多
关键词 回传射线矩阵法 弹性波 框架结构 自振频率
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黏弹性Pasternak地基上两端简支的Timoshenko梁横向自由振动特性解析解 被引量:8
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作者 付艳艳 余云燕 《振动与冲击》 EI CSCD 北大核心 2020年第19期32-38,共7页
地基梁的振动特性在工程领域及科学界备受关注。将黏弹性Pasternak地基与Timoshenko梁进行组合,对地基梁横向自由振动特性进行研究。首先,基于回传射线矩阵法,推导出复系数一元四次的频率方程,并对其进行求解得到Pasternak地基上两端简... 地基梁的振动特性在工程领域及科学界备受关注。将黏弹性Pasternak地基与Timoshenko梁进行组合,对地基梁横向自由振动特性进行研究。首先,基于回传射线矩阵法,推导出复系数一元四次的频率方程,并对其进行求解得到Pasternak地基上两端简支的Timoshenko梁的自振频率及衰减系数的解析解;然后,根据单一局部坐标系下的边界条件推导了模态函数解析表达式,进一步根据正交归一化条件对未知参数进行求解。最后,通过具体算例验证了基于回传射线矩阵法所得的黏弹性Pasternak地基上Timoshenko梁横向自由振动特性解析解的正确性。 展开更多
关键词 黏弹性Pasternak地基 TIMOSHENKO梁 横向自由振动特性 解析解 回传射线矩阵法
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在埋置框架中应力波传播的影响因素分析 被引量:7
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作者 余云燕 《计算力学学报》 EI CAS CSCD 北大核心 2007年第5期659-663,共5页
基于埋置框架的回传射线矩阵法,分析桩土刚度比、荷载作用方向等对埋置框架轴力波、剪力波和弯矩波的影响,并与框架结构进行比较。结果表明:荷载作用方向对埋置框架的轴力波和弯矩波影响较大;由于土体的影响,埋置框架与普通框架的瞬态... 基于埋置框架的回传射线矩阵法,分析桩土刚度比、荷载作用方向等对埋置框架轴力波、剪力波和弯矩波的影响,并与框架结构进行比较。结果表明:荷载作用方向对埋置框架的轴力波和弯矩波影响较大;由于土体的影响,埋置框架与普通框架的瞬态波有很大不同。 展开更多
关键词 回传射线矩阵法 瞬态波 埋置框架 框架结构 应力波
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均质土中半埋入变截面桩的瞬态波动响应 被引量:8
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作者 余云燕 余莉芬 《计算力学学报》 EI CAS CSCD 北大核心 2010年第6期1061-1066,共6页
基于回传射线矩阵法,求得单位脉冲作用下均质土中半埋入变截面桩的桩顶速度导纳,然后利用Fourier逆变换和卷积定理得到瞬态半正弦激振力作用下的桩顶时域速度响应。比较半埋入缩颈桩、半埋入扩颈桩与半埋入完整桩的速度导纳和反射波,分... 基于回传射线矩阵法,求得单位脉冲作用下均质土中半埋入变截面桩的桩顶速度导纳,然后利用Fourier逆变换和卷积定理得到瞬态半正弦激振力作用下的桩顶时域速度响应。比较半埋入缩颈桩、半埋入扩颈桩与半埋入完整桩的速度导纳和反射波,分析缺陷类型和长度、缺陷埋深和程度对速度导纳和反射波的影响,并进行缩颈-扩颈桩与扩颈-缩颈桩的桩顶速度导纳和反射波曲线的对比。结果表明,桩侧介质变化对桩顶速度导纳和反射波的影响小于桩身缺陷。 展开更多
关键词 回传射线矩阵法 半埋入变截面桩 瞬态波动 速度导纳 均质土
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成层地基中变模量埋置框架的波动响应研究 被引量:6
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作者 余云燕 《固体力学学报》 CAS CSCD 北大核心 2007年第2期164-171,共8页
基于埋置框架的回传射线矩阵法,研究土体刚度对埋置框架速度波的影响,探讨接收点对成层地基中的有缺陷埋置框架轴向速度波的影响规律,比较有缺陷埋置框架与有缺陷单桩基础的轴向速度波.结果表明:土体刚度对成层地基中的埋置框架横向速... 基于埋置框架的回传射线矩阵法,研究土体刚度对埋置框架速度波的影响,探讨接收点对成层地基中的有缺陷埋置框架轴向速度波的影响规律,比较有缺陷埋置框架与有缺陷单桩基础的轴向速度波.结果表明:土体刚度对成层地基中的埋置框架横向速度波影响较大,有缺陷埋置框架与有缺陷单桩基础的轴向速度波有较好的一致性. 展开更多
关键词 回传射线矩阵法 埋置框架 瞬态波动 检测 弹性波
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单桩基础海上风机横向自振频率求解及参数敏感性分析 被引量:3
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作者 余云燕 孔嘉乐 《振动与冲击》 EI CSCD 北大核心 2023年第10期82-91,164,共11页
梁理论的合理选择对风机横向自振频率的求解意义重大。以往提出的海上风机自振频率计算方法都基于某一种梁理论,且缺乏各参数的敏感性分析。为了对比不同梁理论对风机自振频率求解的影响,采用回传射线矩阵法,分别基于Bernoulli-Euler梁... 梁理论的合理选择对风机横向自振频率的求解意义重大。以往提出的海上风机自振频率计算方法都基于某一种梁理论,且缺乏各参数的敏感性分析。为了对比不同梁理论对风机自振频率求解的影响,采用回传射线矩阵法,分别基于Bernoulli-Euler梁、经典Timoshenko梁和修正Timoshenko梁理论,提出海上风机横向自振频率计算方法,通过实测数据验证了该方法的准确性,并综合对比各参数的敏感性。研究结果表明:Bernoulli-Euler梁理论未考虑剪切变形与转动惯量,自振频率计算结果略大于Timoshenko梁理论;剪切变形引起的转动惯量可以忽略不计,修正Timoshenko梁理论与经典Timoshenko梁理论计算结果一致,但物理意义更加清晰;基频对塔筒结构参数的敏感性最高,其次是连接段与桩基;基频对塔筒高度的敏感性最高,对海床高度与叶轮机舱组件质量的敏感性较高,壁厚变化对基频的影响不显著。 展开更多
关键词 海上风机 单桩基础 自振频率 回传射线矩阵法 敏感性分析
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成层土中半埋入完整桩的瞬态波动响应 被引量:6
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作者 余云燕 余莉芬 《固体力学学报》 CAS CSCD 北大核心 2009年第6期627-636,共10页
基于回传射线矩阵法,求得单位脉冲作用下成层土中半埋入完整桩的桩顶速度导纳和相位,然后利用Fourier逆变换和卷积定理求得瞬态半正弦激振力作用下的桩顶时域速度响应.比较均匀地基、上软下硬(上硬下软)两层地基、软夹层(硬夹层)三层地... 基于回传射线矩阵法,求得单位脉冲作用下成层土中半埋入完整桩的桩顶速度导纳和相位,然后利用Fourier逆变换和卷积定理求得瞬态半正弦激振力作用下的桩顶时域速度响应.比较均匀地基、上软下硬(上硬下软)两层地基、软夹层(硬夹层)三层地基的桩顶速度响应,进一步分析土体剪切模量、上覆土层厚度、软(硬)夹层厚度对桩顶速度导纳、相位和反射波的影响.结果表明:土体剪切模量及土层厚度对桩顶速度导纳、相位以及反射波影响很大. 展开更多
关键词 回传射线矩阵法 成层土 速度导纳 瞬态波动 半埋入完整桩
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弹簧地基上大直径单桩海上风机的一阶自振频率
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作者 余云燕 许蓉 孔嘉乐 《计算力学学报》 CAS CSCD 北大核心 2024年第2期383-389,共7页
自振频率是海上风机前期动力设计的主要难点之一,计算精度要求极高,而桩-土相互作用对自振频率影响显著。目前,针对桩-土相互作用普遍采用弹簧地基简化模型,为对比分析不同弹簧地基简化模型的准确性和精度,本文采用回传射线矩阵法,建立... 自振频率是海上风机前期动力设计的主要难点之一,计算精度要求极高,而桩-土相互作用对自振频率影响显著。目前,针对桩-土相互作用普遍采用弹簧地基简化模型,为对比分析不同弹簧地基简化模型的准确性和精度,本文采用回传射线矩阵法,建立固定端、单弹簧、双弹簧和三弹簧这4种地基简化模型,基于Bernoulli-Euler梁理论和Timoshenko梁理论,求解风机系统的自振频率,并与风机基频实测值作对比,进一步分析三弹簧简化地基模型中地基旋转刚度、地基耦合刚度和地基水平刚度对风机系统基频的影响。研究结果表明,桩-土相互作用不可忽略,三弹簧地基简化模型计算风机系统基频精度最高;地基刚度对风机系统基频的敏感性次序为,地基耦合刚度>地基旋转刚度>地基水平刚度;当地基旋转(水平)刚度较小时,地基耦合刚度与地基旋转(水平)刚度的耦合效应对风机系统的基频影响较大;地基耦合刚度与地基旋转刚度的耦合效应对风机系统基频的影响程度大于地基耦合刚度与地基水平刚度的耦合效应。 展开更多
关键词 海上风机 弹簧地基 自振频率 回传射线矩阵法 单桩基础
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黏弹性Pasternak地基上修正Timoshenko梁横向自振特性分析
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作者 柳伟 汪过兵 +1 位作者 赵志鹏 赵晓军 《振动工程学报》 EI CSCD 北大核心 2024年第8期1330-1338,共9页
基于修正Timoshenko梁理论,建立黏弹性Pasternak地基上修正Timoshenko梁的横向振动控制方程,运用回传射线矩阵法推导出黏弹性Pasternak地基上两端简支修正Timoshenko梁自振频率和衰减系数的解析解,结合二分法和黄金分割法计算了经典边... 基于修正Timoshenko梁理论,建立黏弹性Pasternak地基上修正Timoshenko梁的横向振动控制方程,运用回传射线矩阵法推导出黏弹性Pasternak地基上两端简支修正Timoshenko梁自振频率和衰减系数的解析解,结合二分法和黄金分割法计算了经典边界条件下黏弹性Pasternak地基上修正Timoshenko梁的自振特性,对比分析了考虑剪切变形引起的转动惯量、梁长及不同的边界条件对结构自振特性的影响。研究表明:黏弹性Pasternak地基上修正Timoshenko梁的各阶自振频率和衰减系数小于经典Timoshenko梁的各阶自振频率和衰减系数;梁越短,剪切变形引起的转动惯量对结构自振频率和衰减系数的影响越大,且对高阶的影响明显大于低阶;边界约束条件越强,振动能量衰减越明显。 展开更多
关键词 黏弹性Pasternak地基 修正Timoshenko梁 回传射线矩阵法 解析解 边界条件
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