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Effect of payload magnitude on time histories of torques acting on the high-speed links. (a) The torque of the shaft connecting components J3 and J4 when braking starts at ne; (b) The torque of the shaft connecting components J4 and J5 when braking starts at ne; (c) The torque of the shaft connecting components J5 and J6 when braking starts at ne; (d) The torque of the shaft connecting components J3 and J4 when braking starts at −ne; (e) The torque of the shaft connecting components J4 and J5 when braking starts at −ne; (f) The torque of the shaft connecting components J5 and J6 when braking starts at −ne.

Effect of payload magnitude on time histories of torques acting on the high-speed links. (a) The torque of the shaft connecting components J3 and J4 when braking starts at ne; (b) The torque of the shaft connecting components J4 and J5 when braking starts at ne; (c) The torque of the shaft connecting components J5 and J6 when braking starts at ne; (d) The torque of the shaft connecting components J3 and J4 when braking starts at −ne; (e) The torque of the shaft connecting components J4 and J5 when braking starts at −ne; (f) The torque of the shaft connecting components J5 and J6 when braking starts at −ne.

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Mechanical brakes are essential for electric cranes when emergency braking occurs. This paper presents, for the first-time, a dynamic response analysis of emergency braking events of electrical cranes that has modelled crane components as flexible and rigid bodies. Based on the Hamilton principle, a nonlinear and non-smooth dynamic model is derived...

Contexts in source publication

Context 1
... shown in Figure 9, the torque peaks and maximum torque range occur when the crane is under the rated load or in no-load condition; in the third phase of the braking process, the amplitudes of the high frequency components of TS3 increase obviously when the crane is in no-load condition. This result, namely the maximum braking time of the lifting mechanism and the maximum braking distance of a payload are determined by the process of lowering a rated payload at full speed, is consistent with rigid dynamic analysis. ...
Context 2
... shown in Figure 9, the torque peaks and maximum torque range occur when the crane is under the rated load or in no-load condition; in the third phase of the braking process, the amplitudes of the high frequency components of T S3 increase obviously when the crane is in no-load condition. This result, namely the maximum braking time of the lifting mechanism and the maximum braking distance of a payload are determined by the process of lowering a rated payload at full speed, is consistent with rigid dynamic analysis. ...
Context 3
... phenomenon can also be seen in practice. full load half load no load n 0 = -n e n 0 = -n e n 0 = -n e n 0 = n e n 0 = n e n 0 = n e Figure 9. Effect of payload magnitude on time histories of torques acting on the high-speed links. ...

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