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Vulnerable member assessment of power transmission towers collapsed during Vardah cyclone

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Abstract

The investigation on power transmission tower failures during the Vardah cyclone has forced the need for assessing the most vulnerable parts of the towers and their failure mechanisms. In India, Vardah cyclone brought a huge devastating effect that includes the failure of more than 500 power transmission lines and the collapse of 54 high tension transmission towers which lead to huge power disruption. In this research, one such similar transmission tower is considered and initially checked for its capacity followed by static linear buckling analysis to evaluate its critical members of failure. The parameters such as critical stress, joint forces, maximum displacement and failure modes are assessed considering the strong wind force of Vardah having a speed of about 155 Km/hr. The linear buckling analysis has been carried out by SAP2000 commercial software, which illuminated the critical stress and the panel failures for both leg and the diagonal members. The study focuses on the spotting of the most vulnerable member by assessing the parameters like critical stress, maximum panel drift ratio and joint forces by which the integral stability of the tower panel can be identified. The numerical research findings are validated with the actual real-time post failure patterns of the transmission towers. The members with high critical stress, joint force and maximum panel drift are considered to be the most vulnerable members and they act as the failure initiators leading to a progressive collapse condition. These vulnerable members need more attention during the design and implementation phases. Suggestions are highlighted to strengthen these vulnerable members where the emphasis can be given to avoid such similar failure scenarios.

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Source: Joint Typhoon Warning Center - JTWC

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References

  1. Ugur Albayrak LM (2020) Evaluation of seismic performance of steel lattice transmission towers. Civ Eng J 6:2024–2044. https://doi.org/10.28991/cej-2020-03091600

    Article  Google Scholar 

  2. Cyclone vardah costs tangedco rs 1,000 crore. Deccan Chronicle, 2 (2016)

  3. Xie Q, Sun L (2010) Experimental analysis on failure mechanism of 500 kv transmission tower under ice loading. Gaodianya Jishu/High Volt Eng 36:3090–3096

    Google Scholar 

  4. Li Q, Junjian Y, Wei L (2012) Random wind-induced response analysis of transmission tower-line system. Energy Procedia 16:1813–1821. https://doi.org/10.1016/j.egypro.2012.01.279

    Article  Google Scholar 

  5. Szafran J (2015) An experimental investigation into failure mechanism of a full-scale 40m high steel telecommunication tower. Eng Fail Anal 54:131–145. https://doi.org/10.1016/j.engfailanal.2015.04.017

    Article  Google Scholar 

  6. Ozcan Cakır NC (2021) Theoretical issues with rayleigh surface waves and geoelectrical method used for the inversion of near surface geophysical structure. J Hum Earth Future 2(3):183–199. https://doi.org/10.28991/HEF-2021-02-03-01

    Article  Google Scholar 

  7. Shi H, Salim H (2015) Geometric nonlinear static and dynamic analysis of guyed towers using fully nonlinear element formulations. Eng Struct 99:492–501. https://doi.org/10.1016/j.engstruct.2015.05.023

    Article  Google Scholar 

  8. Dadras S, Asgarian B (2015) Determining critical areas of transmission towers due to sudden removal of members. Case Stud Eng Fail Anal 9:1–14. https://doi.org/10.1016/j.csefa.2015.09.005

    Article  Google Scholar 

  9. Hadj-Djelloul ND, Djermane M (2019) Effect of geometric imperfection on the dynamic of elevated water tanks. Civ Eng J 6(1):85–97. https://doi.org/10.28991/cej-2020-03091455

    Article  Google Scholar 

  10. Asgarian B, Dadras S, E Zaghi A, Mehr M (2016) Progressive collapse analysis of power transmission towers. J Constr Steel Res 123:31–40. https://doi.org/10.1016/j.jcsr.2016.04.021

    Article  Google Scholar 

  11. An L et al (2018) Experimental study of mechanical behaviour of angles in transmission towers under freezing temperature. Adv Steel Constr 14:461–478. https://doi.org/10.18057/IJASC.2018.14.3.9

    Article  Google Scholar 

  12. Darwish M, El Damatty A (2016) Critical parameters and configurations affecting the analysis and design of guyed transmission towers under downburst loading. Pract Period Struct Des Constr 22:1–25. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000301

    Article  Google Scholar 

  13. Fu X, Li H-N, Li J (2018) Wind-resistance and failure analyses of a lightning-damaged transmission tower. J Perform Constr Facil 32:1–8. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001121

    Article  Google Scholar 

  14. Li X, Zhang W, Niu H, Wu ZY (2018) Probabilistic capacity assessment of single circuit transmission tower-line system subjected to strong winds. Eng Struct 175:517–530. https://doi.org/10.1016/j.engstruct.2018.08.061

    Article  Google Scholar 

  15. Zhang J (2019) Failure analysis of transmission tower subjected to strong wind load. J Constr Steel Res 160:271–279. https://doi.org/10.1016/j.jcsr.2019.05.041

    Article  Google Scholar 

  16. Tian L, Pan H, Ma R (2019) Probabilistic seismic demand model and fragility analysis of transmission tower subjected to near-field ground motions. J Constr Steel Res 156:266–275. https://doi.org/10.1016/j.jcsr.2019.02.011

    Article  Google Scholar 

  17. Napa PR, Knight G, Lakshmanan N, Iyer N (2010) Investigation of transmission line tower failures. Eng Fail Anal 17:1127–1141. https://doi.org/10.1016/j.engfailanal.2010.01.008

    Article  Google Scholar 

  18. Tibolt M, Bezas M-Z, Vayas I, Jaspart J-P (2021) The design of a steel lattice transmission tower in central Europe. ce/papers 4(2–4):243–248. https://doi.org/10.1002/cepa.1288

    Article  Google Scholar 

  19. TANGEDCO CR (2017) Tangedco disaster management plan (tangedcodmp). TANGEDCO Disaster Manag Plan 3(1):1–105

    Google Scholar 

  20. Design of Latticed Steel Transmission Structures Asce/sei (2015) 10-15 ed. American Society of Civil Engineers. https://doi.org/10.1061/9780784413760

  21. IS: 800 Code of Practice for Use of Structural Steel in General Building Construction (2007) BIS New Delhi

  22. IS: 875 (Part3) Code of practice for design loads (other than earthquake) for buildings and structures (2015) BIS New Delhi

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Correspondence to A. Haamidh.

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Haamidh, A., Sivasubramanian, J. & Sakthi, G.S. Vulnerable member assessment of power transmission towers collapsed during Vardah cyclone. Innov. Infrastruct. Solut. 7, 232 (2022). https://doi.org/10.1007/s41062-022-00831-x

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