A New Approach to the Rigid Finite Element Method in Modeling Spatial Slender Systems

被引:12
|
作者
Adamiec-Wojcik, Iwona [1 ]
Drag, Lukasz [1 ]
Wojciech, Stanislaw [1 ]
机构
[1] Univ Bielsko Biala, Dept Comp Modelling, Willowa 2, PL-43309 Bielsko Biala, Poland
关键词
Rigid finite element method; dynamic analysis; nonlinear vibrations; slender links; longitudinal flexibility; DYNAMICS; VIBRATIONS;
D O I
10.1142/S0219455418500177
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The static and dynamic analysis of slender systems, which in this paper comprise lines and flexible links of manipulators, requires large deformations to be taken into consideration. This paper presents a modification of the rigid finite element method which enables modeling of such systems to include bending, torsional and longitudinal flexibility. In the formulation used, the elements into which the link is divided have seven DOFs. These describe the position of a chosen point, the extension of the element, and its orientation by means of the Euler angles Z'Y'X'. Elements are connected by means of geometrical constraint equations. A compact algorithm for formulating and integrating the equations of motion is given. Models and programs are verified by comparing the results to those obtained by analytical solution and those from the finite element method. Finally, they are used to solve a benchmark problem encountered in nonlinear dynamic analysis of multibody systems.
引用
收藏
页数:27
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