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Determination of the Bending Properties of Wire Rope Used in Cable Barrier Systems

This paper presents research on the bending properties of 3 × 7 19-mm wire rope commonly used in road cable barriers. A total of 19 experimental tests were conducted. In addition, two nonlinear 3D numerical models of the wire rope using beam and solid finite elements were developed. Based on these m...

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Detalles Bibliográficos
Autor principal: Bruski, Dawid
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2020
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7503549/
https://www.ncbi.nlm.nih.gov/pubmed/32878138
http://dx.doi.org/10.3390/ma13173842
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author Bruski, Dawid
author_facet Bruski, Dawid
author_sort Bruski, Dawid
collection PubMed
description This paper presents research on the bending properties of 3 × 7 19-mm wire rope commonly used in road cable barriers. A total of 19 experimental tests were conducted. In addition, two nonlinear 3D numerical models of the wire rope using beam and solid finite elements were developed. Based on these models, four numerical simulations were carried out. The numerical results were validated against the experimental ones and a very good agreement was obtained. The main result of the research is the determination of the moment–curvature relationship for the wire rope considered. The effect of prestretching on the rope performance is discussed. The numerical results are analyzed in this paper in detail, including the behavior of the wire rope under bending and analyses of the cross-sectional and contact stresses. Suggestions concerning the type of finite element for wire rope modeling are also given. The results can be used, for example, in numerical simulations of crash tests of cable barriers.
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spelling pubmed-75035492020-09-23 Determination of the Bending Properties of Wire Rope Used in Cable Barrier Systems Bruski, Dawid Materials (Basel) Article This paper presents research on the bending properties of 3 × 7 19-mm wire rope commonly used in road cable barriers. A total of 19 experimental tests were conducted. In addition, two nonlinear 3D numerical models of the wire rope using beam and solid finite elements were developed. Based on these models, four numerical simulations were carried out. The numerical results were validated against the experimental ones and a very good agreement was obtained. The main result of the research is the determination of the moment–curvature relationship for the wire rope considered. The effect of prestretching on the rope performance is discussed. The numerical results are analyzed in this paper in detail, including the behavior of the wire rope under bending and analyses of the cross-sectional and contact stresses. Suggestions concerning the type of finite element for wire rope modeling are also given. The results can be used, for example, in numerical simulations of crash tests of cable barriers. MDPI 2020-08-31 /pmc/articles/PMC7503549/ /pubmed/32878138 http://dx.doi.org/10.3390/ma13173842 Text en © 2020 by the author. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Bruski, Dawid
Determination of the Bending Properties of Wire Rope Used in Cable Barrier Systems
title Determination of the Bending Properties of Wire Rope Used in Cable Barrier Systems
title_full Determination of the Bending Properties of Wire Rope Used in Cable Barrier Systems
title_fullStr Determination of the Bending Properties of Wire Rope Used in Cable Barrier Systems
title_full_unstemmed Determination of the Bending Properties of Wire Rope Used in Cable Barrier Systems
title_short Determination of the Bending Properties of Wire Rope Used in Cable Barrier Systems
title_sort determination of the bending properties of wire rope used in cable barrier systems
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7503549/
https://www.ncbi.nlm.nih.gov/pubmed/32878138
http://dx.doi.org/10.3390/ma13173842
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