Assessment of Kernmantle Ropes in terms of Sheath Slippage: Method and Results
30 dic 2022
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Categoría del artículo: Research Article
Publicado en línea: 30 dic 2022
Páginas: 67 - 73
DOI: https://doi.org/10.2478/ftee-2022-0053
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© 2022 Krzysztof Baszczyński, published by Sciendo
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.
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![Diagram of a kernmantle rope loading system for sheath slippage testing [6,7]: F – loading force, V – rope movement speed, 1 –kernmantle rope tested, 2 – movable steel plates, 3 – fixed steel plates](https://sciendo-parsed.s3.eu-central-1.amazonaws.com/6471db5a215d2f6c89db32a9/j_ftee-2022-0053_fig_003.jpg?X-Amz-Algorithm=AWS4-HMAC-SHA256&X-Amz-Content-Sha256=UNSIGNED-PAYLOAD&X-Amz-Credential=AKIA6AP2G7AKOUXAVR44%2F20250916%2Feu-central-1%2Fs3%2Faws4_request&X-Amz-Date=20250916T095857Z&X-Amz-Expires=3600&X-Amz-Signature=575a95eb9068ee60ef42d28f5db5dec6db539c91f4193263d67a3f1f0f4c8598&X-Amz-SignedHeaders=host&x-amz-checksum-mode=ENABLED&x-id=GetObject)
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Kernmantle ropes subjected to sheath slippage tests and the results obtained
A | Titan 11 | 11 | 1.4 | 0.96177 | 68.7 |
B | Iceline | 8.1 | −0.78 | 0.30332 | 38.9 |
C | Aqualine | 9.5 | 10.6 | 0.41833 | 3.9 |
D | Pro-Static | 10 | 1.5 | 0.61237 | 40.8 |
E | Wall master VI | 10.5 | −1.06 | 0.43932 | 41.4 |
F | Apollo II | 11 | −0.66 | 0.20736 | 31.4 |
G | Performance Static | 12 | 7.5 | 1.11803 | 14.9 |
H | Pes 12-K-24 | 12 | 5.1 | 1.20623 | 23.7 |
I | Pa-200-12-K 24x2 | 12 | 10.1 | 1.48155 | 14.7 |
J | Tendon | 11 | −2.66 | 0.4219 | 15.9 |
K | Baobab Uni Core | 13.5 | 1.34 | 0.37815 | 28.2 |