A study on the simulation of link mechanics. (1st report Analysis of the dynamic responses, including elastic vibration)
Hiroshi ZUI, Yoshio Inoue, Akio IMURA, Takeshi FUJIKAWA
- 发表年份
- 1986
- 引用次数
- 5
- 访问权限
- 开放获取
摘要
The dynamic analysis of link structures, including elastic vibrations, is presented. A truss element, a truss element with pulleys, and a beam element are adapted to simulate link structures, such as robots and construction machines. The theory is based on the three-dimensional static load increment method and is extended to dynamic response analysis. Some examples, such as a rotating pendulum, the free vibration of a cantilever rod, and the dynamic buckling of a shallow arch, are calculated. The three-dimensional movement of a crane is also calculated. It has been clarified that the proposed method is useful to predict the dynamic behavior of link structures, including elastic vibrations.
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