In this paper, ropes joints used for ropeway plants, they have been studied. The ropes used in the ropeway plant are submitted to requirements that concern every aspect of the design criteria. By mean this study, it has been possible to obtain a method that allows to compute the bending maximum stress for joints muffs used in ropeway plants. In fact examining the lines considered, we have to evaluate four differential equations, and they have been integrated by mean the constants variation method. Integration constants have been evaluated determining for each transition section, the lines deflections and the lines rotations. In this way, it has been possible to evaluate the formula obtained for this case examined. This formula is furthermore very interesting because, its form is similar to that determined by Isaachsen for these cases, and then it is possible to perform an easy comparison between the two considered formulas. Further using the program code FEMLAB we have verified the stress condition for the considered rope

Analysis of Rope Joints for Ropeway Plant

A. Formato;D. Ianniello;
2016-01-01

Abstract

In this paper, ropes joints used for ropeway plants, they have been studied. The ropes used in the ropeway plant are submitted to requirements that concern every aspect of the design criteria. By mean this study, it has been possible to obtain a method that allows to compute the bending maximum stress for joints muffs used in ropeway plants. In fact examining the lines considered, we have to evaluate four differential equations, and they have been integrated by mean the constants variation method. Integration constants have been evaluated determining for each transition section, the lines deflections and the lines rotations. In this way, it has been possible to evaluate the formula obtained for this case examined. This formula is furthermore very interesting because, its form is similar to that determined by Isaachsen for these cases, and then it is possible to perform an easy comparison between the two considered formulas. Further using the program code FEMLAB we have verified the stress condition for the considered rope
2016
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11386/4841201
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