Finite element analysis on the wire breaking rule of 1×7IWS steel wire rope

Taking the wire rope of 1×7+IWS structure as the research object, the influences of the number of broken wires on the stress distribution under the same axial load were simulated and analysed, and it also explored the rule of wire breaking of steel wire ropes. Based on the SolidWorks software, the t...

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Main Authors: Wenzheng Du, Baozhu Ma, Zheng Xie, Dazhi Cao, Peng Wu
Format: Article
Language:English
Published: EDP Sciences 2017-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201710801002
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spelling doaj-63bf1e1cfdb14934a7b8849168db67b62021-02-02T00:09:57ZengEDP SciencesMATEC Web of Conferences2261-236X2017-01-011080100210.1051/matecconf/201710801002matecconf_icmaa2017_01002Finite element analysis on the wire breaking rule of 1×7IWS steel wire ropeWenzheng DuBaozhu MaZheng XieDazhi CaoPeng WuTaking the wire rope of 1×7+IWS structure as the research object, the influences of the number of broken wires on the stress distribution under the same axial load were simulated and analysed, and it also explored the rule of wire breaking of steel wire ropes. Based on the SolidWorks software, the three-dimensional model of the wire rope was established. Importing the model into the ABAQUS, the finite element model of the steel wire rope was established. Firstly 5000 N axial tension was placed on the rope, the stress distribution was simulated and analysed, and the steel wire with the largest stress distribution was found out. Then one steel wire was truncated with the load unchanged, and the finite element simulation was carried out again, and repeated the steps several times. The results show that, with the increase of the number of broken wires, the Von-Mises stress of the wire rope increases sharply, and the stress distribution is concentrated on the rest of the unbroken wires, which brings great challenges to the safety of the wire rope.https://doi.org/10.1051/matecconf/201710801002
collection DOAJ
language English
format Article
sources DOAJ
author Wenzheng Du
Baozhu Ma
Zheng Xie
Dazhi Cao
Peng Wu
spellingShingle Wenzheng Du
Baozhu Ma
Zheng Xie
Dazhi Cao
Peng Wu
Finite element analysis on the wire breaking rule of 1×7IWS steel wire rope
MATEC Web of Conferences
author_facet Wenzheng Du
Baozhu Ma
Zheng Xie
Dazhi Cao
Peng Wu
author_sort Wenzheng Du
title Finite element analysis on the wire breaking rule of 1×7IWS steel wire rope
title_short Finite element analysis on the wire breaking rule of 1×7IWS steel wire rope
title_full Finite element analysis on the wire breaking rule of 1×7IWS steel wire rope
title_fullStr Finite element analysis on the wire breaking rule of 1×7IWS steel wire rope
title_full_unstemmed Finite element analysis on the wire breaking rule of 1×7IWS steel wire rope
title_sort finite element analysis on the wire breaking rule of 1×7iws steel wire rope
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2017-01-01
description Taking the wire rope of 1×7+IWS structure as the research object, the influences of the number of broken wires on the stress distribution under the same axial load were simulated and analysed, and it also explored the rule of wire breaking of steel wire ropes. Based on the SolidWorks software, the three-dimensional model of the wire rope was established. Importing the model into the ABAQUS, the finite element model of the steel wire rope was established. Firstly 5000 N axial tension was placed on the rope, the stress distribution was simulated and analysed, and the steel wire with the largest stress distribution was found out. Then one steel wire was truncated with the load unchanged, and the finite element simulation was carried out again, and repeated the steps several times. The results show that, with the increase of the number of broken wires, the Von-Mises stress of the wire rope increases sharply, and the stress distribution is concentrated on the rest of the unbroken wires, which brings great challenges to the safety of the wire rope.
url https://doi.org/10.1051/matecconf/201710801002
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