𝔖 Bobbio Scriptorium
✦   LIBER   ✦

SLIDING FRICTION-INDUCED NON-LINEARITY AND PARAMETRIC EFFECTS IN GEAR DYNAMICS

✍ Scribed by M. VAISHYA; R. SINGH


Publisher
Elsevier Science
Year
2001
Tongue
English
Weight
507 KB
Volume
248
Category
Article
ISSN
0022-460X

No coin nor oath required. For personal study only.

✦ Synopsis


The mechanism of gear meshing entails a large amount of sliding between the mating teeth in contact. Friction forces act orthogonal to the line of action, and the resulting dynamic force and moment are governed by a number of parameters, such as the relative surface speed, instantaneous load and spatial location of the point of contact. Sliding resistance is inherently non-linear in nature, and due to the additional presence of periodic meshing properties like sti!ness and viscous damping, dynamic interactions result between friction and system parameters. This combination leads to a non-linear time-varying (NLTV) system comprising implicit non-linear di!erential equations. Nevertheless, most researchers have treated friction as a linear time-varying (LTV) phenomenon. In this article, both of these models are critically analyzed. For the LTV system, the harmonic balance formulation is developed to predict the dynamic behavior and sub-harmonic instabilities in the system. The NLTV analysis leads to very complex and intractable equations, and hence numerical methods are applied. Using this analysis, the physical phenomena associated with the two models are compared and the essential di!erences in the system behavior are examined. Finally, the dynamic e!ects of friction-induced non-linearity are investigated and the critical parameters are identi"ed.

2001 Academic Press


πŸ“œ SIMILAR VOLUMES


Effects of dynamic soil behavior and wav
✍ D.-S. Jeng; D.H. Cha πŸ“‚ Article πŸ“… 2003 πŸ› Elsevier Science 🌐 English βš– 379 KB

Most previous investigations for the wave-induced soil response have only considered the quasi-static soil behavior under linear wave loading. However, it is expected that the dynamic soil behavior and wave non-linearity will play an important role in the evaluation of waveinduced seabed response. I