%0 Journal Article %1 raoofrecovery %A Raoof, Mohammed %A Huang, Yu Ping %D - %K BRIDGE Cable LENGTH RECOVERY Suspension Wire %T WIRE RECOVERY LENGTH IN SUSPENSION BRIDGE CABLE %X A differential equation capable of describing the full-slip to no-slip friction transition along a fractured wire in a parallel-wire strand experiencing external hydrostatic pressure, by prestressed wrapping or intermittent cable bands, has been developed. The model is based on a modified version of a previously reported theoretical work in conjunction with well-established results in the field of contact-stress theory. With some reasonable simplifying assumptions, closedform solutions to the differential equation have been obtained that provide simple means of estimating 'the wire-recovery (or development) length. Recovery length is defined as the length measured from the fractured end of the.wire, in which the wire will be able to carry its appropriate share of the axial load. The theory has been developed for an idealized cable, and possible practical limitati(ins of the model have been critically addressed. The present findings should prov\! useful as a first step toward the development of appropriate discard criteria for parallel wire cables used in, for example, suspension bridges.

@article{raoofrecovery, abstract = {A differential equation capable of describing the full-slip to no-slip friction transition along a fractured wire in a parallel-wire strand experiencing external hydrostatic pressure, by prestressed wrapping or intermittent cable bands, has been developed. The model is based on a modified version of a previously reported theoretical work in conjunction with well-established results in the field of contact-stress theory. With some reasonable simplifying assumptions, closedform solutions to the differential equation have been obtained that provide simple means of estimating 'the wire-recovery (or development) length. Recovery length is defined as the length measured from the fractured end of the.wire, in which the wire will be able to carry its appropriate share of the axial load. The theory has been developed for an idealized cable, and possible practical limitati(ins of the model have been critically addressed. The present findings should prov\! useful as a first step toward the development of appropriate discard criteria for parallel wire cables used in, for example, suspension bridges.}, added-at = {2021-03-19T17:16:24.000+0100}, author = {Raoof, Mohammed and Huang, Yu Ping}, biburl = {https://www.bibsonomy.org/bibtex/299eacbd724a313f4c303122aaa19eca0/ceps}, interhash = {c7ba13d22de501844d937a4d391b90c6}, intrahash = {99eacbd724a313f4c303122aaa19eca0}, keywords = {BRIDGE Cable LENGTH RECOVERY Suspension Wire}, timestamp = {2023-12-21T14:58:34.000+0100}, title = {WIRE RECOVERY LENGTH IN SUSPENSION BRIDGE CABLE}, year = {-} }