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Transient response analysis of tapered FRP poles with flexible joints by an efficient one-dimensional FE model
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 Title & Authors
Transient response analysis of tapered FRP poles with flexible joints by an efficient one-dimensional FE model
Saboori, Behnam; Khalili, Seyed Mohammad Reza;
 Abstract
This research develops a finite element code for the transient dynamic analysis of tapered fiber reinforced polymer (FRP) poles with hollow circular cross-section and flexible joints used in power transmission lines. The FRP poles are modeled by tapered beam elements and their flexible joints by a rotational spring. To solve the time equations of transient dynamic analysis, precise time integration method is utilized. In order to verify the utilized formulations, a typical jointed FRP pole under step, triangular and sine pulses is analyzed by the developed finite element code and also ANSYS commercial finite element software for comparison. Thereafter, the effect of joint flexibility on its dynamic behavior is investigated. It is observed that by increasing the joint stiffness, the amplitude of the pole tip deflection history decreases, and the time of occurrence of the maximum deflection is earlier.
 Keywords
transmission pole;fiber-reinforced;transient dynamic;finite element (FE);flexible joint;
 Language
English
 Cited by
 References
1.
ANSYS. (2007), ANSYS User's Manual for rev. 11.0. USA: ANSYS Inc.

2.
Bae, S.H., Cho, J.R. and Jeong, W.B. (2016), "Free and transient responses of linear complex stiffness system by Hilbert transform and convolution integral", Smart Struct. Syst., 17(5), 753-771. crossref(new window)

3.
Caracoglia, L. (2007), "Influence of weather conditions and eccentric aerodynamic loading on the large amplitude aeroelastic vibration of highway tubular poles", Eng. Struct., 29(12), 3550-3566. crossref(new window)

4.
Caracoglia, L. and Jones, N.P. (2007), "Numerical and experimental study of vibration mitigation for highway light poles", Eng. Struct., 29(5), 821-831. crossref(new window)

5.
Caracoglia, L. and Velazquez, A. (2008), "Experimental comparison of the dynamic performance for steel, aluminum and glass-fiber-reinforced-polymer light poles", Eng. Struct., 30(4), 1113-1123. crossref(new window)

6.
Fam, A., Kim, Y.J. and Son, J.K. (2010), "A numerical investigation into the response of free end tubular composite poles subjected to axial and lateral loads", Thin Wall. Struct., 48(8), 650-659. crossref(new window)

7.
Gould, P.L. and Basu, P.K. (1977), "Geometric stiffness matrices for the finite element analysis of rotational shells", J. Struct. Mech., 5(1), 87-105. crossref(new window)

8.
Han, J.S., Won, B., Park, W.S. and Ko, J.H. (2016), "Transient response analysis by model order reduction of a Mokpo-Jeju submerged floating tunnel under seismic excitations", Struct. Eng. Mech., 57(5), 921-936. crossref(new window)

9.
Ibrahim, S. and Polyzois, D. (1999), "Ovalization analysis of fiber-reinforced plastic poles", Compos. Struct., 45(1), 7-12. crossref(new window)

10.
Ibrahim, S., Polyzois, D. and Hassan, D. (2000), "Development of glass fibre-reinforced plastic poles for transmission and distribution lines", Can. J. Civil Eng., 27, 850-858. crossref(new window)

11.
Jones, R.M. (1999), Mechanics of Composite Materials, CRC Press, Washington DC.

12.
Khalili, S. and Saboori, B. (2010), "Transient dynamic analysis of tapered FRP composite transmission poles using finite element method", Compos. Struct., 92(2), 275-283. crossref(new window)

13.
Khdeir, A., Reddy, J. and Frederick, D. (1989), "A study of bending, vibration and buckling of cross-ply circular cylindrical shells with various shell theories", Int. J. Eng. Sci., 27(11), 1337-1351. crossref(new window)

14.
Lin, Z.M. (1995), "Analysis of pole-type structures of fibre-reinforced plastics by finite element method", The University of Manitoba.

15.
Mabie, H. and Rogers, C. (1972), "Transverse vibrations of double-tapered cantilever beams", J. Acoust. Soc. Am., 51, 1771-1774. crossref(new window)

16.
Mabie, H. and Rogers, C. (1974), "Transverse vibrations of double-tapered cantilever beams with end support and with end mass", J. Acoust. Soc. Am., 55, 986-989. crossref(new window)

17.
Metiche, S. and Masmoudi, R. (2012), "Analysis and design procedures for the flexural behavior of glass fiber-reinforced polymer composite poles", J. Compos. Mater., 47(2), 207-229.

18.
Metiche, S., Masmoudi, R. and Abdel-Baky, H. (2009), "New design procedure for FRP composites poles", Paper presented at the the 24th American Society of Composites (ASC), Delaware, USA, September.

19.
Navaratna, D.R., Pian, T.H.H. and Wittmer, E.A. (1968), "Stability analysis of shell of revolution by the finite element method", AIAA J., 6, 355-361. crossref(new window)

20.
Noor, A.K., Burton, W.S. and Peters, J.M. (1991), "Assessment of computational models for multilayered composite cylinders", Int. J. Solid. Struct., 27(10), 1269-1286. crossref(new window)

21.
Polyzois, D., Raftoyiannis, I. and Ibrahim, S. (1998), "Finite elements method for the dynamic analysis of tapered composite poles", Compos. Struct., 43(1), 25-34. crossref(new window)

22.
Polyzois, D.J. and Raftoyiannis, I.G. (2009), "Nonlinear shell-type to beam-type fea simplifications for composite frp poles", Arch. Appl. Mech., 79(4), 347-358. crossref(new window)

23.
Raftoyiannis, I.G. and Polyzois, D.J. (2007), "The effect of semi-rigid connections on the dynamic behavior of tapered composite GFRP poles", Compos. Struct., 81(1), 70-79. crossref(new window)

24.
Rao, S.S. (1995), Mechanical Vibrations, Addison-Wesley Reading, MA.

25.
Saboori, B. and Khalili, S. (2011), "Static analysis of tapered FRP transmission poles using finite element method", Finite Elem. Analy. Des., 47(3), 247-255. crossref(new window)

26.
Tang, B. (2008), "Combined dynamic stiffness matrix and precise time integration method for transient forced vibration response analysis of beams", J. Sound Vib., 309(3), 868-876. crossref(new window)

27.
Xiang, S., Bi, Z.Y., Jiang, S.X., Jin, Y.X. and Yang, M.S. (2011), "Thin plate spline radial basis function for the free vibration analysis of laminated composite shells", MA, 93(2), 611-615. crossref(new window)

28.
Zabihollah, A. and Ganesan, R. (2010), "Buckling analysis of tapered composite beams using a higher order finite element formulation", J. Reinf. Plast. Compos., 29(17), 2663-2683. crossref(new window)

29.
Zhong, W. and Williams, F. (1994), "A precise time step integration method", Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science, 208(6), 427-430. crossref(new window)