Mathematical modeling and geometric analysis for wire rope strands

Wang, Xiaoyu; Meng, Xiangbao; Wang, Jixin; Sun, Youhong; Gao, Ke

doi:10.1016/j.apm.2014.07.015

Cited by 55 publications

(18 citation statements)

References 36 publications

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“…[40,41]. Unlike the method used in [42] where the helical geometry of each wire was generated by linear z-axis extrusion of a circular surface along a helical curve, the approach developed in [35] uses a continuous element morphing process which is applied along the length of the cable.…”

Section: Detailed Theoretical Description Of the Finite Element Approachmentioning

confidence: 99%

Finite element simulation of creep of spiral strands

Ivančo

Kmeť

Fedorko

2016

Engineering Structures

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Section: Detailed Theoretical Description Of the Finite Element Approachmentioning

confidence: 99%

Finite element simulation of creep of spiral strands

Ivančo

Kmeť

Fedorko

2016

Engineering Structures

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“…[33]. Unlike the method used in [34] where the helical geometry of each wire was generated by linear z-axis extrusion of a circular surface along a helical curve, the approach developed in [35] uses a continuous element morphing process which is applied along the length of the cable.…”

Section: Basic Assumptions and Problem Formulationmentioning

confidence: 99%

Finite element analysis of spiral strands with different shapes subjected to axial loads

Stanová

Fedorko

Kmeť

et al. 2015

Advances in Engineering Software

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“…us, it is affected by lay angle, helix angle, lay pitch, and so on, and its modeling is difficult. At present, there are three main theories for wire rope modeling: matrix transformation theory [2], Frenet-Serret frame theory [3,4], and enveloping surface theory [5]. e model shape mainly concentrates in the straight wire rope and arc wire rope, but there are a few studies on the modeling of no-joint wire rope.…”

Section: Introductionmentioning

confidence: 99%

Theory and Implementation of No‐Joint Wire Rope Spatial Geometry Modeling

Zhang

et al. 2019

Mathematical Problems in Engineering

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This paper takes a cross section of 6 × 7 + IWS wire rope as an example to complete the studies on a method of geometric modeling for no-joint wire rope and implementation of a 3D solid model. Frenet–Serret frame theory establishes three types of Frenet–Serret frame, which are double-helix winding straight line, single-helix winding arc, and double-helix winding arc, and it allows derivation of eight types of center line equation of wire. This paper has ascertained tangent condition of center lines of steel wires with the same name between arc and straight-line wire rope and closed condition of no-joint wire rope. It has been concluded that the length of steel wire must be an integer multiple of its lay pitch either in arc wire rope or in straight-line wire rope, and the name of wires in each wire rope must be consistent at the same time. Finally, using Pro/ENGINEER Wildfire 5.0 software generates a 3D solid model of no-joint wire rope.

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Mathematical modeling and geometric analysis for wire rope strands

Cited by 55 publications

References 36 publications

Finite element simulation of creep of spiral strands

Finite element simulation of creep of spiral strands

Finite element analysis of spiral strands with different shapes subjected to axial loads

Theory and Implementation of No‐Joint Wire Rope Spatial Geometry Modeling

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