Abstract

provided that the load trolley moves at a constant velocity. On the basis of the second-order Lagrange equations, a corresponding mathematical model is obtained, which also describes the oscillations of the load on a flexible suspension in tangential and radial directions. The driving torque applied to the system is modeled using the Kloss equation. The obtained mathematical model is represented by a system of four second-order nonlinear differential equations, so numerical methods are used to integrate it. To assess the level of dynamic and energy loads in the system elements, we propose a set of indicators that reflect the maximum and root-mean-square values. It is suggested to consider the evolution of the system in two cases: the position of the trolley near the tower (the trolley moves from it) and the position of the trolley near the end of the boom (the trolley moves towards the tower). For both cases, the values of the estimation parameters were calculated, which together with the corresponding graphical dependencies allowed to identify the most significant factors that have an impact on the energetic, dynamic and kinematic processes of the system. In particular, these include: centrifugal force, Coriolis force, damping ability of the asynchronous electric drive of the crane slewing mechanism. The analysis of the load oscillation on a flexible suspension, which was carried out on the basis of phase portraits in the plane of the trolley movement and perpendicular to it, revealed their dependence on the initial position of the trolley on the boom. Apart from this, the drive power consumption, a part of which is spent on overcoming the centrifugal force which acts on the trolley and the load, significantly depends on this factor.

Highlights

  • Tower cranes are widely used in many sectors of the farming industry

  • One of the important factors that determine the dynamic loads in tower crane elements is the load oscillation on a flexible suspension

  • The purpose of the work is to establish the level of dynamic and energy load of the tower crane slewing mechanism, as well as to study the load oscillations on a flexible suspension. To achieve this goal it is necessary to solve the following problems: 1) to develop a dynamic model of the tower crane slewing mechanism; 2) to synthesize a mathematical model, which is suitable for research, by using a second-order Lagrange equation; 3) to analyze the dynamic and energy load of the tower crane slewing mechanism; 4) to investigate the appearence and evolution of the load oscillations on a flexible suspension and to determine the main factors that affect it

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Summary

OF ITS LOAD TROLLEY

A mathematical model of the tower crane’s slew is developed under the condition of constant velocity of the trolley motion along the boom. The model is derived from the second-order Lagrange equations, calculates the tangential and radial load oscillations on a flexible suspension. An analysis of the system motion with the trolley movement to and from the tower has been conducted. A set of estimated figures has been proposed, which made it possible to establish the level of dynamic and energy load of the crane slewing mechanism, as well as to analyze the evolution of the load oscillations on a flexible suspension

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