On the Transverse Vibrations of Strings and Beams on Semi-Infinite Domains

被引:3
作者
Akkaya, Tugce [1 ]
van Horssen, Wim T. [1 ]
机构
[1] Delft Univ Technol, Delft Inst Appl Math, Mekelweg 4, NL-2628 CD Delft, Netherlands
来源
IUTAM SYMPOSIUM ANALYTICAL METHODS IN NONLINEAR DYNAMICS | 2016年 / 19卷
关键词
Boundary damper; strings; beams; D'Alembert Methods; The method of Laplace transforms;
D O I
10.1016/j.piutam.2016.03.033
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
In this paper, we study the transverse vibrations of a string and of a beam which are infinitely long in one direction. These vibration problems can be used as a toy model for rain-wind induced oscillations of cables. In order to suppress undesired vibrations in the string (or beam), dampers are used at the boundary. The main aim of this paper is to show how solutions for these string and beam problems on a semi-infinite domain can be computed. We derive explicit solutions for a linear string problem which is attached to a mass-spring-dashpot system at x = 0 by using the D'Alembert method, and for a transversally vibrating beam problem which has a pinned, sliding, clamped or damping boundary, respectively, at x = 0 by using the method of Laplace transforms. It will be shown how waves are reflected for different types of boundaries. (C) 2016 The Authors. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
引用
收藏
页码:266 / 273
页数:8
相关论文
共 12 条
  • [1] Abramian A.K., 2013, NONLINEAR DYNAM, V71, P1
  • [2] Akkaya T., 2015, J SOUND VIBRATION, V336, P3
  • [3] Boyce WilliamE., 2017, ELEMENTARY DIFFERENT
  • [4] Colombo S., 1972, TRANSFORMATIONS LAPL
  • [5] Geurts C., 1998, STRUCTURAL ENG INT, V8, P2
  • [6] Guenther RB., 1988, PARTIAL DIFFERENTIAL
  • [7] Haberman R., 2013, Applied Partial Differential Equations: With Fourier Series and Boundary Value Problems, V5th ed.
  • [8] Hagedorn P., 2007, Vibrations and Waves in Continuous Mechanical Systems
  • [9] Dynamic instability of inclined cables under combined wind flow and support motion
    Luongo, Angelo
    Zulli, Daniele
    [J]. NONLINEAR DYNAMICS, 2012, 67 (01) : 71 - 87
  • [10] THE WAVE EQUATION IN A MEDIUM IN MOTION
    MIRANKER, WL
    [J]. IBM JOURNAL OF RESEARCH AND DEVELOPMENT, 1960, 4 (01) : 36 - 42