Computer modelling and finite element analysis of spiral triangular strands

被引:52
|
作者
Fedorko, G. [1 ]
Stanova, E. [2 ]
Molnar, V. [1 ]
Husakova, N. [1 ]
Kmet, S. [2 ]
机构
[1] Tech Univ Kosice, Fac Min Ecol Proc Control & Geotechnol, Kosice 04200, Slovakia
[2] Tech Univ Kosice, Fac Civil Engn, Kosice 04200, Slovakia
关键词
Triangular strand; Geometric parametric equations; Computer modelling; Strand model; Finite element behaviour analysis; Stresses; Displacements; WIRE ROPE STRANDS; AXIAL TENSILE LOADS; THEORETICAL PREDICTIONS; HOISTING ROPE; BEHAVIOR; FATIGUE;
D O I
10.1016/j.advengsoft.2014.02.004
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
In this paper a new mathematical geometric model of spiral triangular wire strands with a construction of (3 + 9) and (3 + 9 + 15) wires is proposed and an accurate computational two-layered triangular strand 3D solid modelling, which is used for a finite element analysis, is presented. The present geometric model fully considers the spatial configuration of individual wires in the strand. The three dimensional curve geometry of wires axes in the individual layers of the triangular strand consists of straight linear and helical segments. The derived mathematical representation of this curve is in the form of parametric equations with variable input parameters which facilitate the determination of the centreline of an arbitrary circular wire of the right and left hand lay triangular one and two-layered strands. Derived geometric equations were used for the generation of accurate 3D geometric and computational strand models. The correctness of the derived parametric equations and performance of the generated strand model are controlled by visualizations. The 3D computational model was used for a finite element behaviour analysis of the two-layered triangular strand subjected to tension loadings. Illustrative examples are presented to highlight the benefits of the proposed geometric parametric equations and computational modelling procedures by using the finite element method. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:11 / 21
页数:11
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