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931.
932.
架空输电线防振锤安装位置的工程计算 总被引:7,自引:0,他引:7
防振锤被广泛用于架空输电线以耗散微风振动的能量,减轻微风振动的强度,保护架空输电线免受疲劳损害。根据架空输电线微风振动的特点,建立数值计算模型,通过计算振幅比,确定防振锤安装位置,供架空输电线微风振动防振设计和施工时参考。 相似文献
933.
张英世 《应用数学和力学(英文版)》2000,21(7):783-790
IntroductionVibrationsofsteppedthinrectangularplateshavebeenresearchedbymechanicalworkers.ErcoliandLauraanalyzedvibrationsoftwo_stepthinrectangularplates[1],ZhangYingshietalstudiedvibrationsofn_stepone_waythinrectangularplatesonWinkler’sfoundation[1],ofn… 相似文献
934.
Natural frequencies of submerged piezoceramic hollow spheres 总被引:1,自引:0,他引:1
An exact 3D analysis of free vibration of a piezoceramic hollow sphere submerged in a compressible fluid is presented in this
paper. A separation method is adopted to simplify the basic equations for spherically isotropic piezoelasticity. It is shown
that there are two independent classes of vibration. The first one is independent of the fluid medium as well as the electric
field, while the second is associated with both the fluid parameter and the piezoelectric effect. Exact frequency equations
are derived and numerical results are obtained.
The project supported by the National Natural Science Foundation of China (No. 19872060) 相似文献
935.
On the Design of the Piecewise Linear Vibration Absorber 总被引:1,自引:0,他引:1
This paper explores the potential of the piecewise linearvibration absorber in a system subject to narrow band harmonic loading.Such a spring is chosen because the design of linear springs is commonknowledge among engineers. The two-degrees-of-freedom system is solvedby using the Incremental Harmonic Balance method, and response aspectssuch as stiffness crossing frequency and jump behaviour are discussed.The effects of mass, stiffness, natural frequency ratios, and stiffnesscrossing positions on the suppression zone are probed. It is shown thata hardening absorber can deliver a wider bandwidth than a linear oneover a range of frequencies. The absorber parameters needed to producegood designs have been determined and the quality of the realizedsuppression zone is discussed. Design guidelines are formulated to aidthe parameter selection process. 相似文献
936.
The hydride and phenyl groups on the silica surface were determined qualitatively and quantitatively. The calculation of
the molar decadic absorptivities of the Si*H-stretching vibration band at 2293 cm−1 and of the C*H-stretching vibration band at 3068 cm−1 was carried out according to Lambert-Beer’s law. 相似文献
937.
冯奇 《应用数学和力学(英文版)》1999,20(1):90-98
Rattling vibration is an important noise source of gear-box. To control that noise, it is necessary to elaborate a mathematics-mechanical
model on rattling gears. In this paper, a rattling system modulated by noise was investigated. Instead of performing the very
tedious numerical calculation, a discrete stochastic model described by three dimensional mean mapping was established by
means of the Non-Gaussian closure technique. Through the example, the chaotic stochastic behavior may be revealed. In comparison
with deterministic model, the model developed in this paper is more approximate to practice and more available for acoustic
investigation, so that it is suggested to be applied to modeling on rattling vibration. 相似文献
938.
凹角结构具有优良的减振降噪特性,可以有效衰减结构振动响应,蜂窝结构具有优良的力学特性并已经较为普遍地被应用到工程之中,因此凹角蜂窝的复合结构引起了学者们的关注。本文通过对内凹蜂窝结构分形设计,构建了一种新型声子晶体模型。基于有限元方法对分形凹角蜂窝结构进行分析,计算能带结构以及振动传输特性,分析结构的负泊松比特性以及结构分形对振动带隙的影响。通过改变壁厚和内凹角度等参数,以及在分形结构顶点处填充钢材,可以更好地对某些频段振动产生抑制。结果表明:分形结构仍具有负泊松比特性,分形结构在二阶结构产生的带隙更宽,壁厚和凹角角度的增加会导致结构振动带隙向高频区域转移,填充钢材会使带隙变宽。 相似文献
939.
涡激诱导并列双圆柱碰撞数值模拟研究 总被引:5,自引:4,他引:1
圆柱类结构物的涡激振动是工程中较为常见的一种现象,如果圆柱结构物之间的距离较小, 就会产生涡激诱导碰撞现象,而涡激碰撞会比涡激振动对结构物疲劳破坏产生更严重的威胁.采用浸入边界法模拟流体中的动边界问题,避免了传统贴体网格方法在求解流体中存在固体间碰撞问题时出现数值求解不稳定问题,采用有限元方法对圆柱的运动和碰撞进行求解,通过数据回归方法建立了流体流动条件下的润滑模型,对不同间隙比下涡激诱导并列双圆柱振动及碰撞过程进行了数值模拟, 数值结果表明,如果两圆柱产生了碰撞将会有连续的碰撞发生, 碰撞时出现了多阶频率,振动主频率要比无碰撞时大, 两圆柱碰撞时的相对速度比自由来流速度小;当两圆柱相互接近时, 随着涡环分离角度的逐渐倾斜, 横向流体力先逐渐减小,当两圆柱间涡环开始相互影响发生挤压时, 横向流体力开始逐渐增大;当两圆柱开始反弹时, 两圆柱间形成了低压区, 改变了横向流体阻力的方向,使两圆柱又产生了接近运动,如此反复从而产生了碰撞后横向流体力和圆柱速度的振荡现象. 相似文献
940.
All possible exact solutions are successfully obtained in terms of 10 sets of distinct eigensolutions for the free in-plane vibration of isotropic rectangular plates. The plates have simply supported condition at two opposite edges and any combination of classical boundary conditions at the other two edges. The exact solutions are validated through both mathematical proof and comparisons with the solutions of differential quadrature method. Some unusual phenomena are revealed in free in-plane vibrations of rectangular plates due to one of the eigenvalues being zero. This work constitutes an improved version of very recent corresponding work by the same authors [Int. J. Mech. Sci., 2009, 51: 246-255]. Both the solution forms and solving procedures in the previous work are substantially simplified. Some new results are also given, which are useful for validation purpose in future. 相似文献