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Impact of design capacity on optimal parameters of freight aerial mono-cable cableways
Author(s) -
A.V. Lagerev,
I.A. Lagerev,
V.I. Tarichko
Publication year - 2019
Publication title -
iop conference series. earth and environmental science
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.179
H-Index - 26
eISSN - 1755-1307
pISSN - 1755-1315
DOI - 10.1088/1755-1315/378/1/012063
Subject(s) - traction (geology) , carrying capacity , tension (geology) , nonlinear programming , optimal design , task (project management) , computer science , structural engineering , nonlinear system , engineering , mechanical engineering , ultimate tensile strength , ecology , materials science , physics , quantum mechanics , machine learning , biology , metallurgy , systems engineering
Freight aerial cable roads are an efficient mode of transport in mining industry. The purpose of the paper is to develop the method of optimal design of a mono-cable freight ropeway thus reducing the cost of its construction. It is shown that the pitch and height of intermediate supports, the tension force of load-carrying-traction ropes exerts the main influence on the cableway cost. The problem of conditional nonlinear optimization of the mentioned factors ensuring the minimum cost of a cableway at different design capacity up to 600 t/h is formulated and solved. The optimization task is solved taking into account the necessary design, assembly, deformation and strength limitations. Regularities of change of optimal parameters of intermediate supports and load-carrying and traction ropes at the change of design capacity of a cableway were revealed on the basis of analysis of performed calculations. The results of this optimization task allows significantly reducing the cost of construction of freight aerial cableways.

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