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Analysis of local effects of mechanical solicitations on stay cables : BENDING of an HELICAL WIRE in CONTACT with a CORE WIRE

, and . (1993)

Abstract

The definition of fatigue loading programmes for cables used in the field of c1vil engineering requires a deep understanding of their mechanical behaviour. ln order to specify, in fatigue testing programs, the mechanical conditions of solicitations inducing a considered state of damage, one needs to describe, at the wire Ievel, local effects of simple or compound general solicitations . This approach should permit a better understanding of local mechanical effects of loading solicitations on stayed cables used in cable stayed bridges, as f or example in the free bending problern at the anchorages Ievei. Even seven wire strands, the simplest structure in cables, which are commonly used for stayed cables show a complex mechanical behaviour. A wire-core interaction model describing the interwire contact as a tangentially loaded Hertzian contact problern is presented. The theoretical predictions are confronted with previous experimental results, thus enabling the analysis of the effects of the solicitations on a staying cable.

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