Advanced Steel Construction

Vol. 14, No. 3, pp. 461-478(2018)


EXPERIMENTAL STUDY OF MECHANICAL BEHAVIOUR

OF ANGLES IN TRANSMISSION TOWERS

UNDER FREEZING TEMPERATURE

 

L.Q. An 1, W.Q. Jiang 1, Y.P. Liu 2,*, Q. Shi 3, Y.D. Wang 1 and S.X. Liu 1

1 Department of Mechanical Engineering, North China Electric Power University, Baoding, Hebei, China

2 Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong, China

3 Electric Power Economic Research Institute of Eastern Inner Mongolia electric power Co., Ltd., Hohhot, China

*(Corresponding author: E-mail:This email address is being protected from spambots. You need JavaScript enabled to view it.)

Received: 12 May 2017; Revised: 4 August 2017; Accepted: 25 November 2017

 

DOI:10.18057/IJASC.2018.14.3.9

 

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ABSTRACT

Compared with the lower-grade steel members, the application of steel angles made of Q420 greatly reduces the self-weight of lattice transmission tower and further leads to the saving of foundation cost. However, unlike the conventional transmission towers, the strength and brittleness of the towers using higher-grade steel are more sensitive to freezing temperature, especially in cold regions. It is noted that the studies on transmission line tower at cold region are limited in literature. In this paper, a series of tests such as Charpy impact test, uniaxial tensile test and tensile notch test were carried out at low temperatures to investigate the mechanical properties and toughness of steel angles made of Q235B, Q345B and Q420C as well as welded joints using Q420C. The results show that the toughness of steel angles decreases with the lowing temperature while the strength increases with the decreasing temperature. The heat affected zone in welded joints is more susceptible to fracture than the parent material. A strength reduction method is proposed for the design of transmission tower in cold regions with rich experimental data provided. The influence of stress concentration at low temperatures was also investigated for fracture resistant design.

 

KEYWORDS

Steel angle, low temperature, transmission tower, toughness, notch sensitivity


REFERENCES

[1] AISC-LRFD. Specification for Structural Steel Buildings. AISC, Inc, One East Wacker Driver, Suite 700, Chicago, Illinois 60601-1802, 2010.

[2] Eurocode3. EN 1993-1-1: Design of Steel Structures - General Rules and Rules for Buildings, European Committee for Standardization. 2005.

[3] Jiang, W. Q., Wang, Z. Q. and McClure, G., et al., “Accurate Modeling of Joint Effects in Lattice Transmission Towers”, Engineering Structures, 2011, Vol. 33, No. 5, pp. 1817-1827.

[4] Jiang, W. Q., Liu, Y. P. and Chan, S. L., et al., “Direct Analysis of An Ultrahigh-voltage Lattice Transmission Tower Considering Joint Effects”, Journal of Structural Engineering, 2017, Vol. 143,No. 5, pp. 4017009.

[5] Wang, Y. Q., Liu, X. Y. and Hu, Z. W., et al., “Experimental Study on Mechanical Properties and Fracture Toughness of Structural Thick Plate and Its Butt Weld along Thickness and at Low Temperatures”, Fatigue & Fracture of Engineering Materials & Structures, 2013, Vol. 36, No. 12, pp. 1258-1273.

[6] Xu, Y., “Research on the Bearing Capacity of High-strength Steel Tubular H-Joints in HighVoltage Transmission Lines”, Applied Mechanics & Materials, 2014, Vol. 513-517, pp. 4123- 4126.

[7] Wang, Y. Q., Liu X. Y. and Lin Y., et al., “Experimental Study on Fracture Toughness of HighStrength Structural Steel and Its Butt Weld”, Advanced Steel Construction, 2015, Vol. 11, No. 4, pp. 440-451.

[8] Jing, H., Huo L. and Zhang Y., et al., “Effect of Yield Ratio on Fracture Toughness for High Strength Steel”, Acta Metallrugica Sinica, 1996, Vol. 32, No. 3, pp. 265-268.

[9] Barsom, J. M. and Rolfe, S.T., “Fracture and Fatigue Control in Structures : Applications of Fracture Mechanics”, 1987, No. 5, pp. 83.

[10] Toribio, J., “A Fracture Criterion for High-strength Steel Notched Bars”, Engineering Fracture Mechanics, 1997, Vol. 57, No. 4, pp. 391-404.

[11] Rogers, C. A. And Hancock, G. J., “Fracture Toughness of G550 Sheet Steels Subjected to Tension”, Journal of Constructional Steel Research, 2001, Vol. 57, No. 1, pp. 71-89.

[12] Yang, F. Y., Li, X. B. and Chen, X., et al., “Study on Low Temperature Service Capabilities and Application of Power Transmission Tower Steel”, Proceedings of the CSEE, 2013, Vol. 33, No. 1, pp. 117-122. (in Chinese)

[13] Yu, Z.X., QIAO, Y.K. and ZHAO, L., et.al. “A Simple Analytical Method for Evaluation of Flexible Rockfall Barrier Part 1: Working Mechanism and Analytical Solution”, Advanced Steel Construction.2018, Vol. 14, No. 2, pp.115-141.

[14] Yu, Z.X., QIAO, Y.K. and ZHAO, L., et.al. “A Simple Analytical Method for Evaluation of Flexible Rockfall Barrier Part 2: Application and Full-scale Test”, Advanced Steel Construction. 2018, Vol. 14, No. 2, pp.142-165.

[15] Wang, F.Y., Xu, Y.L. and Zhan, S. “Concurrent Multi-scale Modeling of a Transmission Tower Structure and Its Experimental Verification”, Advanced Steel Construction. 2017, Vol.3 No.3 pp.258-272.

[16] “GB/T2009-2007 Metallic Materials-Charpy Pendulum Impact Test Method”, Beijing: China Standards Press, 2008. (in Chinese)

[17] “GB/T 13239-2006 Metallic Materials-Tensile Testing at Low Temperature”, Beijing: China Standards Press, 2006. (in Chinese)

[18] HB 5214-1996 Normal Temperature Metal Notch Tensile Test Method”, Beijing: China Standards Press, 1996. (in Chinese)

[19] Wang, Y. Q., Liu, X. Y. and Hu, Z. W., et al., “Experimental Study on Mechanical Properties and Toughness of q460c High-strength Steel and its Butt Welded Joint at Low Temperature”, Fatigue & Fracture of Engineering Materials & Structures, 2014, Vol. 3, No. 14, pp. 456-469.

[20] Wang, Y. Q., Zhou, H. and Shi, Y. J., et al., “Mechanical Properties and Fracture Toughness of Rail Steels and Thermite Welds at Low Temperature”, International Journal of Minerals, Metallurgy and Materials, 2012, Vol. 19, No. 5, pp. 409-420.

[21] Može, P., Beg, D. and Lopatič, J., Net Cross-section Design Resistance and Local Ductility of Elements made of High Strength Steel”, Journal of Constructional Steel Research, 2007, Vol. 63, No. 11, pp. 1431-1441.

[22] Cai, Y. and Young, B., “Structural Behavior of Cold-formed Stainless Steel Bolted Connections”, Thin-Walled Structures, 2012, Vol. 83, pp. 147-156.