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<rdf:RDF xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#" xmlns:dc="http://purl.org/dc/elements/1.1/"><rdf:Description rdf:about="https://repozitorij.uni-lj.si/IzpisGradiva.php?id=171260"><dc:title>Critical factors affecting the strength of climbing ropes</dc:title><dc:creator>Oman,	Simon	(Avtor)
	</dc:creator><dc:creator>Klemenc,	Jernej	(Avtor)
	</dc:creator><dc:creator>Gosar,	Aleš	(Avtor)
	</dc:creator><dc:creator>Nagode,	Marko	(Avtor)
	</dc:creator><dc:subject>climbing ropes</dc:subject><dc:subject>wear</dc:subject><dc:subject>dynamic loading</dc:subject><dc:subject>temperature</dc:subject><dc:subject>tensile strength</dc:subject><dc:subject>ageing</dc:subject><dc:subject>degradation</dc:subject><dc:subject>fatigue</dc:subject><dc:subject>polyamide 6</dc:subject><dc:description>Climbing ropes are critical safety equipment, yet there is little data on how various stress factors affect their load-bearing capacity over time. This study investigates the individual and combined effects of wear, cyclic loading and elevated temperature on the quasi-static strength of dynamic 9.8 mm kernmantle ropes. Wear was introduced through a reproducible mechanical abrasion process; dynamic fatigue was simulated with 300 cyclic tensile loads of 15 kN; and temperature effects were investigated by exposing the ropes to 100 °C for up to 8 h. The results revealed that: i) severe sheath wear led to an average reduction in rope strength of 16.7 %, with the sheath losing 56.8 % and the core 1.8 % of its strength; ii) an 8-hour heat load at 100 °C reduced the load-bearing capacity of the rope by an average of 24.3 %, with the sheath losing 22.3 % and the core 14 % of its strength; iii) surprisingly, cyclic fatigue loading improved the static load-bearing capacity by an average of 5.5 %, possibly due to an internal rearrangement of the rope strands enhancing structural support; iv) the combined effect of wear and temperature was less than additive: maximum wear plus 8 h of heat exposure reduced the strength to 73.9 % of the original value, compared to the predicted combined decrease of 59 % if the effects were additive. These results provide critical insights into rope degradation mechanisms and demonstrate that combined stress factors interact in complex, non-linear ways.</dc:description><dc:date>2025</dc:date><dc:date>2025-08-21 11:46:49</dc:date><dc:type>Članek v reviji</dc:type><dc:identifier>171260</dc:identifier><dc:language>sl</dc:language></rdf:Description></rdf:RDF>
