Analysis of steel wire rope with regard to geometric and force imperfections

Analysis of steel wire rope with regard to geometric and force imperfections

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The behaviour of a steel wire rope viewed as a mechanical system with two degrees of freedom (tenison-torsion) was first described by a system of elasticity equations compiled by Glushko (1966).

Author(s): V.A. Malinovsky, A.A. Chizh & A.A. Prigoda