Abstract
This article presents the results of complex theoretical and experimental studies on creating universal continuous earthmoving machinery operating under non-standard loading conditions, namely, cyclic lateral loading on the actuator during digging. The lateral loading is due to the complex nature of the actuator motion when digging the soil, namely, the longitudinal motion of the machinery, the actuator digging the soil, and the lateral reciprocating motion of the actuator. This allows for variable width excavations in the soil, whose width exceeds the width of the actuator. The key issue of this machinery operation is to provide its course stability. The article considers the choice of soil-developing actuator and shows the developed calculation schemes of external loading on the operating equipment and a base tractor when digging long excavations in the soil. The dependencies to define external forces acting on the actuator when digging the soil and determining the machinery course stability, considering their spatial nature, have been developed and suggested for practical use. The conditions to ensure the stability of the course of universal earthmoving machinery have been formulated and substantiated. The developed method for determining course stability can be used when creating industrial samples of trenching earthmoving machinery.
Subject
Fluid Flow and Transfer Processes,Computer Science Applications,Process Chemistry and Technology,General Engineering,Instrumentation,General Materials Science
Reference23 articles.
1. Design and Modelling of a Light Duty Trencher for Local Conditions
2. Trench Digging Machinery (USSR);Mikhlevskiy;Copyright certificate,1966
3. Theory and Creation of Innovative Continuous Earthmoving Machinery;Musiiko,2018
4. Dispositif D’oscillation Transversale Pour Excavatrice-Chargeuse;Patent,1977
5. Forecasting rock trencher performance using fuzzy logic11A shorter version of this paper was presented at the 36th US Rock Mechanics Symposium, New York.