Zobrazit minimální záznam

dc.contributor.authorLesňák, Michal
dc.contributor.authorMaršálek, Pavel
dc.contributor.authorHoryl, Petr
dc.contributor.authorPištora, Jaromír
dc.date.accessioned2020-10-07T08:51:06Z
dc.date.available2020-10-07T08:51:06Z
dc.date.issued2020
dc.identifier.citationActa Montanistica Slovaca. 2020, vol. 25, issue 2, p. 192-200.cs
dc.identifier.issn1335-1788
dc.identifier.urihttp://hdl.handle.net/10084/142277
dc.description.abstractThe load-bearing capacity of the wire rope is an extremely important factor for the precise rope design. This value mainly depends on the rope cross-section and the strength class. The nominal value of the load-bearing capacity can be found in the standards. However, this value is on the side of safety. For new rope constructions or improvements in production technology, it is suitable to determine the real value of load-bearing capacity. In this paper, we present two approaches, how to determine the real value of the load-bearing capacity related to the single-stranded wire rope. The first approach is based on a simplified experiment using a tensile test. This phase of the research is divided into two separate experiments. The first experiment is focused on tests of individual wires forming the rope. The second experiment is designed to test the entire wire rope. Finally, the second approach uses the finite element method to create a computer model is presented. Since the rope tensile test is a strongly non-linear task, the solver LS-DYNA with an explicit time integration technique is used for simulation of the experiment. The results from both presented approaches are compared With the nominal value. Designed experiment for testing the whole rope and computer modeling method is created based on the practical requirements from industry, and the obtained results will be reflected in the design of new types of wire ropes.cs
dc.language.isoencs
dc.publisherTechnická univerzita Košice, Fakulta baníctva, ekológie, riadenia a geotechnológiícs
dc.relation.ispartofseriesActa Montanistica Slovacacs
dc.relation.urihttp://doi.org/10.46544/AMS.v25i2.6cs
dc.rights© 2020 by the authors. Submitted for possible open access publication under the terms and conditions of the Creative Commons Attribution (CC BY) license.cs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectwirecs
dc.subjectropecs
dc.subjectsingle-strandedcs
dc.subjectload-bearing capacitycs
dc.subjecttensile testcs
dc.subjectfemcs
dc.subjectls-dynacs
dc.subjectexplicitcs
dc.titleLoad-bearing capacity modelling and testing of single-stranded wire ropecs
dc.typearticlecs
dc.identifier.doi10.46544/AMS.v25i2.6
dc.rights.accessopenAccesscs
dc.type.versionpublishedVersioncs
dc.type.statusPeer-reviewedcs
dc.description.sourceWeb of Sciencecs
dc.description.volume25cs
dc.description.issue2cs
dc.description.lastpage200cs
dc.description.firstpage192cs
dc.identifier.wos000555106000006


Soubory tohoto záznamu

Tento záznam se objevuje v následujících kolekcích

Zobrazit minimální záznam

© 2020 by the authors. Submitted for possible open access publication under the terms and conditions of the Creative Commons Attribution (CC BY) license.
Kromě případů, kde je uvedeno jinak, licence tohoto záznamu je © 2020 by the authors. Submitted for possible open access publication under the terms and conditions of the Creative Commons Attribution (CC BY) license.