Steel and Composite Structures

  • 제13권4호
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  • Pages.343-365
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  • 2012
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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Experimental and theoretical behaviour analysis of steel suspension members subjected to tension and bending

  • Kmet, Stanislav (Faculty of Civil Engineering, Technical University of Kosice) ;
  • Tomko, Michal (Faculty of Civil Engineering, Technical University of Kosice) ;
  • Bin, Molinne (Faculty of Civil Engineering, Technical University of Kosice)
  • 투고 : 2011.12.23
  • 심사 : 2012.07.24
  • 발행 : 2012.10.25
⟨ 이전 논문 다음 논문 ⟩

초록

Steel suspension members subjected to tension and bending offer an economical and efficient alternative for many structural problems. This paper is concerned with the elastic and elastic-plastic behaviour of suspension members with bending stiffness subjected to vertical point and uniformly distributed loads. An experimental study is described which focuses on the response of three suspension members with various T-shaped steel hot rolled sections and geometric configurations. The tests enable direct assessment of the influence of a key parameter such as the sag-to-span ratio on the response of suspension members. Detailed nonlinear finite-element models are generated to provide a tool for theoretical analyses and to facilitate further understanding of the behaviour. Results demonstrate that experimentally obtained responses can generally be closely predicted numerically because there are relatively good agreements between finite element and tests results. The results and observations of subsequent numerical parametric studies offer an insight into the key factors that govern the behaviour of suspension members with bending stiffness in the elastic-plastic range.

키워드

참고문헌

  1. COSMOS/M (2002), "Version Geostar 2.8", Structural Research Analysis Centre, Los Angeles.
  2. Da Silva, C. R. A. and Beck, A. T. (2011), "Chaos-Galerkin solution of stochastic Timoshenko bending problems", Comput. Struct., 89(7-8), 599-611. https://doi.org/10.1016/j.compstruc.2011.01.002
  3. EN 1993-1-1 (2005), "Design of steel structures. General rules and rules for Buildings", CEN, Brussels.
  4. Farkas, J. and Jarmai, K. (2008), "Design and Optimization of Metal Structures", Horwood Publishing, Chichester.
  5. Goldfeld, Y. (2009), "A direct identification procedure for assessment of stiffness distribution", Eng. Struct., 31(5), 1068-1076. https://doi.org/10.1016/j.engstruct.2008.12.018
  6. Hijmissen, J. W., van den Heuvel, N. W. and van Horssen, W. T. (2009), "On the effect of the bending stiffness on the damping properties of a tensioned cable with an attached tuned-mass-damper", Eng. Struct., 31(5), 1276-1285. https://doi.org/10.1016/j.engstruct.2009.02.001
  7. ISO 6892-1 (2009), "Metallic materials - Tensile testing - Part 1: Method of test at room temperature", International organization for standardization.
  8. Jing, T. H. and Li, Q. N. (2011), "Effects analysis of bending stiffness of cables on stress distribution and curve shape in super-long single suspension cable structures", Advances Materials Research, 163, 173-176.
  9. Kala, Z., Melcher, J. and Puklicky, L. (2009), "Material and geometrical characteristics of structural steels based on statistical analysis of metallurgical products", Journal of Civil Engineering and Management, 15(3), 299-307. https://doi.org/10.3846/1392-3730.2009.15.299-307
  10. Kiymaz, G. (2009), "Investigations on the bearing strength of stainless steel bolted plates under in-plane tension", Steel. Compos. Struct., 9(2), 173-189. https://doi.org/10.12989/scs.2009.9.2.173
  11. Kmet, S, and Bin, M. (2002), "Analysis of non-linear suspension members with bending stiffness", Struct. Eng., 50(2), 11-17.
  12. Kmet, S., Jarmai, K., Farkas, J. and Kanocz, J. (2006), "Optimum design and reliability of large-span suspension members", Proceedings of the IABSE Symposium on Responding to Tomorrow's Challenges in Structural Engineering, Budapest, September.
  13. Kvedaras, A. K. and Sharashkinas, V. (2003), "Behaviour of hollow concrete-filled steel members subjected to tension and bending", Proceedings of the International Conference on Metal Structures ICMS-03, Miskolc, April.
  14. Lacarbonara, W. and Pacitti, A. (2008), "Nonlinear modeling of cables with flexural stiffness", Mathematical Problems in Engineering, 2008, 1-21.
  15. Moskalev, N. S. (1980), "Structures of suspension roofs", Strojizdat, Moscow, (in Russian).
  16. Otto, F. (1973), "Tensile structures: design, structure and calculation of buildings of cables, nets and membranes", The MIT Press, Cambridge, Massachusetts.
  17. Ozkan, I. F. and Mohareb, M. (2009), "Testing and analysis of steel pipes under bending, tension and internal pressure", J. Struct. Eng., ASCE, 135(2), 187-197. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:2(187)
  18. Peng, M., Li, D. and Cheng, Y. (2011), "The complex variable element-free Galerkin (CVEFG) method for elasto-plasticity problems", Eng. Struct., 33(1), 127-135. https://doi.org/10.1016/j.engstruct.2010.09.025
  19. Rosen, A. and Gur, O. (2009), "A transfer matrix model of large deformations of curved rods", Comput. Struct., 87(7-8), 467-484. https://doi.org/10.1016/j.compstruc.2008.12.014
  20. Skladnev, N. N. and Shimanovsky, A. V. (1992), "General calculation method for suspension structures of largespan buildings and constructions considering plastic properties of materials", Proceedings of the IASS - CSCE International Congress on Innovative Large Span Structures: Concept, Design, Construction, Toronto.
  21. Sousa, R. A., Souza, R. M., Figueiredo, F. P. and Menezes, I. F. M. (2011), "The influence of bending and shear stiffness and rotational inertia in vibrations of cables: An analytical approach", Eng. Struct., 33(3), 689-695. https://doi.org/10.1016/j.engstruct.2010.11.026
  22. Tesar, A. and Lago, J. (2009), "Aeolic and galloping vibrations of overhead line conductors", Building Research Journal, 57(3-4), 169-183.
  23. Vedenikov, G. S. and Teloyan, A. L. (1977), "Non-linear computational method of fibres with bending stiffness", Strojitelnaja mechanika i rascet sooruzenij, 6, 26-30. (in Russian).
  24. Xia, G. Y. and Cai, C. S. (2011), "Equivalent stiffness method for nonlinear analysis of stay cables", Struct. Eng. Mech., An Int'l Journal, 39(5), 661-667. https://doi.org/10.12989/sem.2011.39.5.661

피인용 문헌

  1. Software Modelling of Composite Steel and Concrete Structures vol.769, pp.1662-7482, 2015, https://doi.org/10.4028/www.scientific.net/AMM.769.320