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Failure Investigation of Transmission Line Towers with Unfilled Bolt Holes in Stub Member

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Abstract

After erection, the Transmission Line (TL) towers are left with unfilled bolt holes in stub members, which leads to failure due to buckling strength reduction. Thus, the buckling resistance of leg members is crucial in determining the overall stability of TL towers. This paper discusses forensic failure investigation of a 220 kV prototype tested TL tower with unfilled bolt holes in stub members. An analytical expression based on local and flexural buckling interaction, considering the local plate buckling near the vicinity of unfilled bolt holes on the compressive strength of stub member, has been investigated to understand the failure. Detailed component-level experimental, numerical and analytical investigations as per IS 802 (Part 1/Sec 2): 2016/ASCE 10-15: 2015 and BS 8100-3: 1999 standard design specifications have been carried out to simulate stub member failure due to the presence of unfilled bolt holes. Based on these studies, it is observed that premature failure occurred due to the local buckling of stub members with unfilled bolt holes. Hence, to prevent the failure of existing TL towers in the field, it is recommended to fill all unfilled bolt holes in stub members with dummy bolts to ensure their structural adequacy.

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References

  1. L. Tian, R.S. Ma, H.N. Li, Y. Wang, Progressive collapse of power transmission tower-line system under extremely strong earthquake excitations. Int. J. Struct. Stab. Dyn. 16(07), 1550030 (2016)

    Article  MATH  Google Scholar 

  2. H.D. Zheng, J. Fan, X.H. Long, Analysis of the seismic collapse of a high-rise power transmission tower structure. J. Constr. Steel Res. 134, 180–193 (2017)

    Article  Google Scholar 

  3. L. Tian, X. Zhang, X. Fu, Collapse simulations of communication tower subjected to wind loads using dynamic explicit method. J. Perform. Constr. Facil. 34(3), 04020024 (2020)

    Article  Google Scholar 

  4. B.W. Moon, J.H. Park, S.K. Lee, J. Kim, T. Kim, K.W. Min, Performance evaluation of a transmission tower by substructure test. J. Constr. Steel Res. 65(1), 1–11 (2009)

    Article  Google Scholar 

  5. Z. Nair, K.M. Aparna, R.S. Khandagale, T.V. Gopalan, Failure of 220 kV double circuit transmission line tower due to lightning. J. Perform. Constr. Facil.—ASCE 9(2), 132–137 (2005)

    Article  Google Scholar 

  6. E. Tapia-Hernández, S. Ibarra-González, D. De-León-Escobedo, Collapse mechanisms of power towers under wind loading. Struct. Infrastruct. Eng. 13(6), 766–782 (2017)

    Article  Google Scholar 

  7. L. Tian, H. Pan, R. Ma, L. Zhang, Z. Liu, Full-scale test and numerical failure analysis of a latticed steel tubular transmission tower. Eng. Struct. 208, 109919 (2020)

    Article  Google Scholar 

  8. B. Asgarian, S.D. Eslamlou, A.E. Zaghi, M. Mehr, Progressive collapse analysis of power transmission towers. J. Constr. Steel Res. 123, 31–40 (2016)

    Article  Google Scholar 

  9. J. Zhang, Q. Xie, Failure analysis of transmission tower subjected to strong wind load. J. Constr. Steel Res. 160, 271–279 (2019)

    Article  Google Scholar 

  10. X. Fu, J. Wang, H.N. Li, J.X. Li, L.D. Yang, Full-scale test and its numerical simulation of a transmission tower under extreme wind loads. J. Wind Eng. Ind. Aerodyn. 190, 119–133 (2019)

    Article  Google Scholar 

  11. F. Albermani, S. Kitipornchai, R.W.K. Chan, Failure analysis of transmission towers. Eng. Fail. Anal. 16(6), 1922–1928 (2009)

    Article  Google Scholar 

  12. L. An, J. Wu, Z. Zhang, R. Zhang, Failure analysis of a lattice transmission tower collapse due to the super typhoon Rammasun in July 2014 in Hainan Province, China. J. Wind Eng. Ind. Aerodyn. 182, 295–307 (2018)

    Article  Google Scholar 

  13. X. Fu, H.N. Li, Uncertainty analysis of the strength capacity and failure path for a transmission tower under a wind load. J. Wind Eng. Ind. Aerodyn. 173, 147–155 (2018)

    Article  Google Scholar 

  14. L. Tian, R. Ma, H. Pan, C. Qiu, W. Li, Progressive collapse analysis of long-span transmission tower-line system under multi-component seismic excitations. Adv. Struct. Eng. 20(12), 1920–1932 (2017)

    Article  Google Scholar 

  15. X. Fu, W.L. Du, H.N. Li, G. Li, Z.Q. Dong, L.D. Yang, Stress state and failure path of a tension tower in a transmission line under multiple loading conditions. Thin-Walled Struct. 157, 107012 (2020)

    Article  Google Scholar 

  16. A.R. Kemp, R.H. Behncke, Behavior of cross-Bracing in latticed towers. J. Struct. Eng.—ASCE 124(1), 360–367 (1998)

    Article  Google Scholar 

  17. N. Prasad Rao, G.M. Samuel Knight, S. Seetharaman, N. Lakshmanan, N.R. Iyer, Failure analysis of transmission line towers. J. Perform. Constr. Facil. 25(3), 231–240 (2011)

    Article  Google Scholar 

  18. N.H. AL-Shareef, Impact of holes on the buckling of RHS steel column. J. Univ. Babylon Eng. Sci. 26(5), 209–226 (2018)

    Google Scholar 

  19. IS 802: Part 1/Section 2, Code of practice for use of structural steel in overhead transmission line towers, code of practice; part 1: materials, loads and permissible stresses; section 2 permissible stresses. (Bureau of Indian Standards, New Delhi, 2016)

  20. ASCE 10-15, Design of Latticed Steel Transmission Structures (American Standard, Reston, 2015)

    Google Scholar 

  21. Lattice towers and masts: part 3 code of practice for strength assessment of members of lattice towers and masts: British Standard BS:8100-3:1999, British Standards Institution, London

  22. F. Bleich, Buckling Strength of Metal Structures (McGraw Hill Book Company, New York, 1952)

    Google Scholar 

  23. S.J. Mohan, N.P. Rao, N. Lakshmanan, Flexural and local buckling interaction of steel angles. Int. J. Struct. Stab. Dyn. 5(02), 143–162 (2005)

    Article  Google Scholar 

  24. IS 802, Part 3, Code of Practice for use of Structural Steel in Overhead Transmission Line Towers, Code of Practice; Part 3: Testing (Bureau of Indian Standards, New Delhi, 1978)

    Google Scholar 

  25. NE-NASTRAN, FE Analysis software, Noran Engineering Inc., California, USA

  26. W.Q. Jiang, Y.P. Liu, S.L. Chan, Z.Q. Wang, Direct analysis of an ultrahigh-voltage lattice transmission tower considering joint effects. J. Struct. Eng.—ASCE 143(5), 04017009-1–04017009-14 (2017)

    Article  Google Scholar 

  27. ABAQUS 6.14 User documentation. Internet manual. Simulia, Dassault systems

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Acknowledgements

The authors thank all the staff of Tower Testing and Research Station for their help and support in conducting the experiments. This paper is being published with the kind permission of The Director, CSIR-Structural Engineering Research Centre, Taramani, Chennai, India.

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The authors declare that no funds, grants, or other support were received during the preparation of this manuscript.

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All authors contributed to the study the conception and design. The experimental investigation and analysis were performed by RB, NPR, GSP and RPR. The first draft of the manuscript was written by RB, and all authors commented on previous versions of the manuscript. All authors read and approved the final manuscript.

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Correspondence to R. Balagopal.

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Balagopal, R., Rao, N.P., Palani, G.S. et al. Failure Investigation of Transmission Line Towers with Unfilled Bolt Holes in Stub Member. J. Inst. Eng. India Ser. A 104, 867–876 (2023). https://doi.org/10.1007/s40030-023-00766-1

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