Wire Cable Failures in Climbing Anchor Chocks |
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| Journal | Key Engineering Materials (Volumes 348 - 349) |
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| Volume | Advances in Fracture and Damage Mechanics VI |
| Edited by | J. Alfaiate, M.H. Aliabadi, M. Guagliano and L. Susmel |
| Pages | 165-168 |
| DOI | 10.4028/www.scientific.net/KEM.348-349.165 |
| Citation | Jeffrey Vogwell et al., 2007, Key Engineering Materials, 348-349, 165 |
| Online since | September, 2007 |
| Authors | Jeffrey Vogwell, Jose Maria Minguez |
| Keywords | Anchor Chock, Climbing Safety, Ferrule Connection, Wedge Nut, Wire Cable |
| Abstract | Anchor chocks are used in the sport of rock climbing for providing secure attachment to a rock face. They are used at regular intervals and must be light weight (since many are carried) and also sufficiently strong to withstand an impact force should a climber fall from a height. In chock design, steel wire cable is widely used for connecting the nut component, which is wedged into a rock crevice, to the free end which attaches, via a karabiner link, to the safety rope. However, the wire cable is vulnerable to failure as it can fray with use at exposed ends - especially when folded into a loop using tight bends. Also, the ferrule end connections are considered a potential design weakness. In a research programme tests have been carried out on new and also some well used anchor chocks and has revealed very different, and some unpredicted, failure modes – depending on the state of the wire rope and whether the applied load at failure was static or impact. This paper presents the results of test failures for a range of chocks and discusses the benefits of using single lengths of wire cable with suitably swaged end ferrules. |
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