Research Article
BibTex RIS Cite
Year 2018, Volume: 14 Issue: 2, 110 - 120, 30.11.2018

Abstract

References

  • [1] Wang, R.C., Miscoe, A.J., and McKewan, W.M. (1998). "Model for the Structure of Round-Strand Wire Ropes", U.S. Department of Health and Human Services, Pittsburgh, PA, Publication No. 98-148, Report of Investigation RI 9644, September 1998.
  • [2] Jiang, W.G., Yao, M.S., and Walton, J.M. (1999). "A Concise Finite Element Model for Simple Straight Wire Rope Strand", International Journal of Mechanical Sciences,vol.41, pp.143-61.
  • [3] Erdönmez, C., and İmrak, C.E. (2011). "Modeling Techniques of Nested Helical Structure Based Geometry for Numerical Analysis", Strojniški vestnik - Journal of Mechanical Engineering, [S.l.], vol. 57, no.4, pp.283-292. ISSN 0039-2480.
  • [4] İmrak, C.E., and Erdönmez, C. (2010). "On the Problem of Wire Rope Model Generation with Axial Loading", Mathematical and Computational Applications, vol.15, no.2, pp.259-268.
  • [5] Stanova, E., Fedorko, G., Fabian, M. and Kmet, S. (2011). "Computer Modelling of Wire Strands And Ropes Part I: Theory and Computer Implementation", Advances in Engineering Software, vol.42, no.6, pp.305–315.
  • [6] Stanova, E., Fedorko, G., Fabian, M. and Kmet, S., (2011). "Computer Modelling of Wire Strands and Ropes Part II: Finite Element-Based Applications", Advances in Engineering Software, vol.42, no.6, pp.322-331.
  • [7] Erdönmez, C. (2014). "N-Tuple Complex Helical Geometry Modeling Using Parametric Equations", Engineering with Computers, vol:30, no.4, pp.715-726. DOI:10.1007/s00366-013-0319-9.
  • [8] Xiang, L., Wang, H.Y., Chen, Y., Guan, Y.J., Wang, Y.L., and Dai, L.H. (2015). "Modeling of Multi-Strand Wire Ropes Subjected To Axial Tension and Torsion Loads", International Journal of Solids and Structures, vol.58, pp.233-246. ISSN 0020-7683.
  • [9] Yu, Chunlei, Jiang, W., Liu, C., and Cui, J. (2017). "A Beam Finite Element Model for Efficient Analysis of Wire Strands", International Journal of Performability Engineering, vol.13, no.3, 315-322. 10.23940/ijpe.17.03.p7.315322.
  • [10] Erdönmez, C., and İmrak, C.E. (2011). "A Finite Element Model for Independent Wire Rope Core With Double Helical Geometry Subjected To Axial Loads", Sadhana, 36(6), pp. 995-1008.
  • [11] Onur, Y.A. (2016). "Experimental and Theoretical Investigation of Prestressing Steel Strand Subjected to Tensile Load", International Journal of Mechanical Sciences, vol.118, pp.91-100.
  • [12] Musikhin, V.A. (2016). "Determination of a Real Strain-stress State of the Steel-wire Rope Elements", Procedia Engineering, vol.150, pp.1848-1852. ISSN 1877-7058.
  • [13] Onur, Y.A., İmrak, C.E. and Onur, T.Ö. (2017). "Investigation on Bending Over Sheave Fatigue Life Determination of Rotation Resistant Steel Wire Rope", Experimental Techniques, 41(5), pp. 475-482.
  • [14] Onur, Y.A. and İmrak, C.E. (2017). "Discard Fatigue Life of Stranded Steel Wire Rope Subjected to Bending Over Sheave Fatigue", Mechanics & Industry, 18 (2), 223.
  • [15] Mouradi,H., Barkany, A.E. and Biyaali, A.E. (2018). "Steel Wire Ropes Failure Analysis: Experimental Study", Engineering Failure Analysis, vol.91, pp.234-242.

A Complex Discretized 3D Wire Rope Model Creation and Its Numerical Analysis: 6x25 Filler IWRC

Year 2018, Volume: 14 Issue: 2, 110 - 120, 30.11.2018

Abstract

6x25 Filler IWRC type ropes belong to 6x19 rope
class. It is widely used in 6x19 wire rope class in almost all industrial
sectors. Filler type rope has good balance in both wear and fatigue resistance.
Drilling lines, cranes, lifting devices, bridges, oil drilling rig, elevators
etc. are some of the usage areas. 25 Filler wire strand (1-6-6f-12) consists of
two layers of uniform-size wire around a center wire with the inner layer and
small filler wires are laid in the holes of the inner layer. In this paper,
three-dimensional meshed model of 6x25 Filler IWRC was created by using
parametric equations. Using the proposed three-dimensional model, a finite
element analysis is conducted by applying displacement boundary condition to
one end and encastre boundary condition is applied to the other end of the wire
rope. The results of the analysis show that the proposed model can be used in
analysis studies under different loading conditions.

References

  • [1] Wang, R.C., Miscoe, A.J., and McKewan, W.M. (1998). "Model for the Structure of Round-Strand Wire Ropes", U.S. Department of Health and Human Services, Pittsburgh, PA, Publication No. 98-148, Report of Investigation RI 9644, September 1998.
  • [2] Jiang, W.G., Yao, M.S., and Walton, J.M. (1999). "A Concise Finite Element Model for Simple Straight Wire Rope Strand", International Journal of Mechanical Sciences,vol.41, pp.143-61.
  • [3] Erdönmez, C., and İmrak, C.E. (2011). "Modeling Techniques of Nested Helical Structure Based Geometry for Numerical Analysis", Strojniški vestnik - Journal of Mechanical Engineering, [S.l.], vol. 57, no.4, pp.283-292. ISSN 0039-2480.
  • [4] İmrak, C.E., and Erdönmez, C. (2010). "On the Problem of Wire Rope Model Generation with Axial Loading", Mathematical and Computational Applications, vol.15, no.2, pp.259-268.
  • [5] Stanova, E., Fedorko, G., Fabian, M. and Kmet, S. (2011). "Computer Modelling of Wire Strands And Ropes Part I: Theory and Computer Implementation", Advances in Engineering Software, vol.42, no.6, pp.305–315.
  • [6] Stanova, E., Fedorko, G., Fabian, M. and Kmet, S., (2011). "Computer Modelling of Wire Strands and Ropes Part II: Finite Element-Based Applications", Advances in Engineering Software, vol.42, no.6, pp.322-331.
  • [7] Erdönmez, C. (2014). "N-Tuple Complex Helical Geometry Modeling Using Parametric Equations", Engineering with Computers, vol:30, no.4, pp.715-726. DOI:10.1007/s00366-013-0319-9.
  • [8] Xiang, L., Wang, H.Y., Chen, Y., Guan, Y.J., Wang, Y.L., and Dai, L.H. (2015). "Modeling of Multi-Strand Wire Ropes Subjected To Axial Tension and Torsion Loads", International Journal of Solids and Structures, vol.58, pp.233-246. ISSN 0020-7683.
  • [9] Yu, Chunlei, Jiang, W., Liu, C., and Cui, J. (2017). "A Beam Finite Element Model for Efficient Analysis of Wire Strands", International Journal of Performability Engineering, vol.13, no.3, 315-322. 10.23940/ijpe.17.03.p7.315322.
  • [10] Erdönmez, C., and İmrak, C.E. (2011). "A Finite Element Model for Independent Wire Rope Core With Double Helical Geometry Subjected To Axial Loads", Sadhana, 36(6), pp. 995-1008.
  • [11] Onur, Y.A. (2016). "Experimental and Theoretical Investigation of Prestressing Steel Strand Subjected to Tensile Load", International Journal of Mechanical Sciences, vol.118, pp.91-100.
  • [12] Musikhin, V.A. (2016). "Determination of a Real Strain-stress State of the Steel-wire Rope Elements", Procedia Engineering, vol.150, pp.1848-1852. ISSN 1877-7058.
  • [13] Onur, Y.A., İmrak, C.E. and Onur, T.Ö. (2017). "Investigation on Bending Over Sheave Fatigue Life Determination of Rotation Resistant Steel Wire Rope", Experimental Techniques, 41(5), pp. 475-482.
  • [14] Onur, Y.A. and İmrak, C.E. (2017). "Discard Fatigue Life of Stranded Steel Wire Rope Subjected to Bending Over Sheave Fatigue", Mechanics & Industry, 18 (2), 223.
  • [15] Mouradi,H., Barkany, A.E. and Biyaali, A.E. (2018). "Steel Wire Ropes Failure Analysis: Experimental Study", Engineering Failure Analysis, vol.91, pp.234-242.
There are 15 citations in total.

Details

Primary Language English
Journal Section Articles
Authors

Cengiz Erdönmez

Publication Date November 30, 2018
Published in Issue Year 2018 Volume: 14 Issue: 2

Cite

APA Erdönmez, C. (2018). A Complex Discretized 3D Wire Rope Model Creation and Its Numerical Analysis: 6x25 Filler IWRC. Journal of Naval Sciences and Engineering, 14(2), 110-120.