Core Concepts
The author explores the intricate locomotion process of a self-adaptive beam-slider system, emphasizing the role of frictional and unilateral contact dynamics.
Abstract
The content delves into the locomotion dynamics of a beam-slider system, highlighting the interplay between various forces and geometric nonlinearity. The system's behavior is analyzed on different time scales, showcasing distinct forms of locomotion such as pitching cycles and sliding induced by slope and rocking accelerations. The theoretical framework presented sheds light on the complex mechanisms driving slider transport along the vibrating beam.
Key points include:
Analysis of passive self-adaption in a beam-slider system involving frictional and unilateral contact dynamics.
Examination of different forms of locomotion like pitching cycles and sliding due to slope and rocking-induced accelerations.
Exploration of theoretical models to understand slider transport along the vibrating beam.
Discussion on key parameters influencing slider movement, such as clearance ratio, pendulum length, and pitch limit.
Comparison with other non-smooth systems exhibiting similar pendular locomotion patterns.
Stats
The base acceleration already exceeds gravity acceleration (14 m/s2 > 9.81 m/s2).
The pitch limit angle between slider and beam is approximately 0.29 degrees.
Horizontal transport per pitching cycle is estimated to be 7.5 x 10^-5 times the beam length.