Fig. 1

Fig. 2

Fig. 3
![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=ASIA6AP2G7AKBR6A7TPW%2F20260220%2Feu-central-1%2Fs3%2Faws4_request&X-Amz-Date=20260220T041400Z&X-Amz-Expires=3600&X-Amz-Security-Token=IQoJb3JpZ2luX2VjEL%2F%2F%2F%2F%2F%2F%2F%2F%2F%2F%2FwEaDGV1LWNlbnRyYWwtMSJHMEUCIQDB7zSsM7AS28n35JwLxSqTwCVfewtR3PT4kge%2FM3txZgIgLW9LWIpPrh0PaD9gviX0cS6HsH7T2BTU%2BhKPaYhValAqxgUIiP%2F%2F%2F%2F%2F%2F%2F%2F%2F%2FARACGgw5NjMxMzQyODk5NDAiDN11bSFiKYUzGDeXZCqaBY3UvqG07F%2BFGI88I%2B1K9RrjrdLZ%2BJzM9Y06kkuwfAjhJmEwVnZjipP1MCjB0Y7H4b6z58FbTLCW%2F0zBC4LW%2BKJhF2eSV%2BmIV0jqd%2F3h1sCMHJktrfBINMwPxly3hv2UdIN51ynahXuw%2F3T4R7XjwuAw%2BIr3PHPV8yDG9SUp2ab4q35vV%2FT3KmJEQp8RC9%2B3ACPwL2cmQ%2FEKXc1WXh57V7YoRe00dTE4DHDvgF%2FRkhkSr2kpIJsrTqA%2B8ey%2FXiOlwXBgSFQb2q999xZHq7eG6QgmX%2BV%2BFlmnJVVgY%2F%2Bs%2Bbtyw2LVJhHxTQo8m576RCIbntRzQUU6wiIuzaCJjEcJ15CPvsh2mO6S05fTRpuM7%2F3BB80nChscV77ntIBhwLlZ959W3oK9w3u4NZm%2BfImPmeY1JBh%2FEBYg2u2kgzfq%2FL%2FpdgJ%2BkozqqbHG2sH5%2FSILDSAu4R5efuAnf69lM9hKfRxfnTdwURdkWyh2VLv1gPNvnZllgyXCDCPGqIZZjMlC%2Fu9lIxYB8y%2FGNPPA2dVcX3imOn44f%2BJKXiuOf8zM0lFBCBtUSPYfG7S%2FYCf%2BgLf2L%2F7R1P4JpcxJ4gTSoGXyt0JlizUOhYIVaFNYuzKK%2BXkV5AMbdyuB2NIz1GfIcR0w4vYECqBRgL%2BP7epRm43QnRc6s1mUyJjRCNenlR1ikePsWAKFVB2oEssJLuQcsWptoehWUK1ikrGfpf5fq2mTAzEwkH5ZMWvuKtAjGZbeNJwjDQotKUrukQzrFPmcditbdDHaTI2yTr0Pfz8JVhuqaIejnb%2Bhomcpd5eE8vBvvvVar3UQQmgf89a%2FVAQ4EiXHmgJRpBRZ1s%2Bqf%2BcFj3FQYn5DjQR55B9eFW%2BWR1SSFk6X9z%2FLGyp5paA%2FbjDXsN7MBjqxAYckwBELGzqae7UzWZXsarsP7gFwDQNt7UdB9QGiSOnFoSr3qkd%2BYVppdYDHMWc3vcT04bMoYN9VxaHgWHSmReWNPakDoZm4iU6BeK3XCuzrugyhLQnWe%2BDx%2BEXgsbRqlA4YVBIdiygPz%2FgAFJzAMIyNWxciAp4NswWF0EPV6lDrIRWtS5IuSrX5Ol3aoW96VOYsPzg95SnoeNfhzXvAEjDNAcYWsyaBxllqPD7TYJyPkA%3D%3D&X-Amz-Signature=57dffe6211320708b4a6f917aa2d513efd137c5bdd5bd088ff6e4c32b24c3153&X-Amz-SignedHeaders=host&x-amz-checksum-mode=ENABLED&x-id=GetObject)
Fig. 4

Fig. 5

Fig. 6

Fig. 7

Fig. 8

Fig. 9

Fig. 10

Fig. 11

Kernmantle ropes subjected to sheath slippage tests and the results obtained
| Rope symbol | Rope type | Rope diameter d [mm] | Mean sheath slippage SSm [mm] | Standard deviation SD [mm] | Coefficient of variation for SD Wsx [%] |
|---|---|---|---|---|---|
| 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 |