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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

Year
1986
Citations
5
Access
Open access

Abstract

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.

Keywords

TrussVibrationCantileverStructural engineeringLink (geometry)PendulumFinite element methodComputer scienceEngineeringPhysics

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