Tytuł artykułu
Autorzy
Treść / Zawartość
Pełne teksty:
Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
To accurately describe mechanical properties of a complex wire rope, a double-helix wire rope is used as an example in this study. According to the spatial structure characteristics of the central helical line of each wire rope, the spatial configuration curve for the double- -helix wire rope is obtained by using differential geometry theory. On the basis of this curve, the mathematical model of the equivalent elastic modulus of the wire rope is developed, and the elastic modulus of a 6×7+IWS wire rope is measured using a universal tensile testing machine. The experimental results are compared with the predicted results to verify correctness of the elastic modulus prediction of the double-helix wire rope.
Czasopismo
Rocznik
Tom
Strony
951--960
Opis fizyczny
Bibliogr. 26 poz., rys., tab.
Twórcy
autor
- School of Mechanical Engineering, Liaoning Technical University, Fuxin, China
autor
- School of Mechanical Engineering, Liaoning Technical University, Fuxin, China
autor
- School of Mechanical Engineering, Liaoning Technical University, Fuxin, China
autor
- Coal Mining and Designing Department, Tiandi Science and Technology Co., Ltd., Beijing, China
autor
- College of Materials Science and Engineering, Liaoning Technical University, Fuxin, China
Bibliografia
- 1. Bai C.C., 2011, Simulation and Finite Element Analysis of the Steel-Cord Conveyer Belt on Fragmentation, Shanghai: East China University of Science and Technology, 16-18
- 2. Elata D., Eshkenazy R., Weiss M.P., 2004, The mechanical behavior of a wire rope with an independent wire rope core, International Journal of Solids and Structures, 41, 5-6, 1157-1172
- 3. Erdonmez C., Erdem Imrak C., 2009, Modeling and numerical analysis of the wire strand, Journal of Naval Science and Engineering, 5, 1, 30-38
- 4. GB8918-2006, National Standards of Steel Wire Rope (Steel wire ropes for important purpose)
- 5. GBT228-2002, National Standards of Metallic materials -Tensile Specimens (Metallic materials – Tensile testing at ambient temperature)
- 6. GBT24191-2009, Steel wire ropes – determination of the actual modulus of elasticity
- 7. Hobbs R., Nabijou S., 1995, Changes in wire curvature as a wire rope is bent over a sheave, Journal of Strain Analysis for Engineering Design, 30, 4, 271-281
- 8. Hu Y., Hu Z., Ma H., Yan P., Liu Y., 2016, Finite element simulation of axial elastic characteristics of wire rope with one round strand layer, IEEE International Conference on Computer Supported Cooperative Work in Design, 16-19
- 9. Jolicoeur C., Cardou A., 1991, A numerical comparison of current mathematical models of twisted wire cables under axisymmetric loads, Journal of Energy Resources and Technology, 113, 4, 241-249
- 10. Jolicoeur C., Cardou A., 1996, Semi continuous mathematical for bending of multilayered wire strands, Journal of Engineering Mechanics, 122, 7, 643-650
- 11. Liang Q.X., Li C., Sun J., 2011, Numerical simulation of knotted wire rope with finite element method, Journal of Taiyuan University Science and Technology, 32, 3, 232-234
- 12. Liu Y.H., 2014, Research on Inherent Properties and Mechanical Performances of Wire Rope, Shanxi: Taiyuan University of Technology
- 13. Ma Q., 2014, Performance Analysis of Wire Rope Vibration Absorber, Beijing: Beijing University of Chemical Technology, 17-27
- 14. Ma W., Zhu Z.C., Peng Y.X., Chen G.A., 2015, Computer-aided modeling of wire ropes bent over a sheave, Advance in Engineering Software, 90, C, 11-21
- 15. Machida S., Durelli A.J., 1973, Response of a strand to axial and torsional displacements, Journal of Mechanical Engineering Science, 15, 4, 241-251
- 16. Nabijou S., Hobbs R., 1995, Relative movements within wire ropes bent over sheaves, Journal of Strain Analysis for Engineering Design, 30, 2, 155-165
- 17. Prawoto Y., Mazlan R.B., 2012, Wire ropes: computational, mechanical, and metallurgical properties under tension loading, Computational Materials Science, 56, 174-178
- 18. Sathikh S., Moorthy M., Krishnan M., 1996, Symmetric linear elastic model for helical wire strands under axisymmetric loads, Journal of Strain Analysis for Engineering Design, 31, 5, 389-399
- 19. Stanova E., 2013, Geometric model of the rope created of oval strands, Transport and Logistics, 1-7
- 20. Stanova E., Fedorko G., Fabian M., Kmet S., 2011, Computer modeling of wire stands and ropes. Part 1: Theory and computer implementation, Advance in Engineering Software, 42, 6, 305-315
- 21. Wang X.Y., Meng X.B., Wang J.X., Sun Y.H., Gao K., 2015, Mathematical modeling and geometric analysis for wire rope strands, Applied Mathematical Modelling, 39, 3-4, 1019-1032
- 22. Wang Y.J., Li Z.Q., Song X.H., 2004, Theoretical computer and analysis affecting factors on stranded wire’s elastic module, Journal of Wuhan University of Technology, 26, 4, 80-82
- 23. Wu J., Kou Z.M., Liu Y.H., Wu G.X., 2014, Distribution of equivalent stresses and deformations for 6 strand warrington-seale rope with an independent wire rope core, Journal of China Coal Society, 39, 11, 2340-2347
- 24. Wu W.G., Cao X., 2016, Mechanics model and its equation of wire rope based on elastic thin rod theory, International Journal of Solids and Structures, 102, 21-29
- 25. Xu G.L., Ruan W.J., Wang H., Yang Q.P., 2015, Estimation of 3D effective elastic modulus for fiber multidirectional filament-wound tube, Journal of Materials Science and Engineering, 31, 1, 55-59
- 26. Xu G.L., Yang Q.P., Ruan W.J., Wang H., 2012, Estimation and experiment of 3D effective elastic modulus for fiber hybrid tube considering hybrid effects, Acta Materiae Compositae Sinica, 29, 4, 204-209
Uwagi
PL
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2018).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-211806a0-88eb-4a09-b9df-274c70746e1b
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.