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EIGENFREQUENCIES OF THE THREE DIMENSIONAL EULER-BERNOULLI BEAM SYSTEM WITH DISSIPATIVE JOJNTS

EIGENFREQUENCIES OF THE THREE DIMENSIONAL EULER-BERNOULLIBEAM SYSTEM WITH DISSIPATIVE JOJNTS

作     者:William H. Paulsen(Department of Computer Science, Mathematics, and Physics, ArkansasState Unirersity, Arkansas. 72467, USA) 

作者机构:Department of Computer Science Mathematics and Physics Arkansas State University Arkansas USA 

出 版 物:《Applied Mathematics and Mechanics(English Edition)》 (应用数学和力学(英文版))

年 卷 期:1995年第16卷第8期

页      面:723-746页

核心收录:

学科分类:08[工学] 080102[工学-固体力学] 0801[工学-力学(可授工学、理学学位)] 

主  题:asymptotics coupled beams eigenfrequencies Euler-Bernoulli,Timoshenko linear joints 

摘      要:In this paper, we will compute the transfer matrices to find the eigenfrequenciesfor the vibrations of the general non-collinear Euler-Bernoulli or Timoshenko beamstructure with dissipative joints. We will allow the structure to be three dimensional,and thus we must consider all types of vibrations simulaneously, including longitudinaland torsional vibrations. The general structure considered will consist of any number ofbeams joined end to end to form a chain. Many, different kinds of dampers areallowed, even within the same structure. We also will allow different materials withinthe structure as well as different beam widths. We then will show. that asymptotic estimates can be used to find the eigenfrequencies approximately.

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