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Catastrophic Failure of a Steel Chimney in a Lime Plant

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Abstract

Failure analysis of a steel chimney used in a lime plant was carried out. The chimney broke from two different locations during a storm. During the site visit, it was observed that the chimney was dislodged from weld joints. The chimney was made up of hot rolled mild steel plates. Investigations were carried out on the failed chimney plate and welding between plates. The investigation consists of visual observation, chemical analysis, characterization of macro- and microstructures, measurement of hardness, tensile property tests and energy-dispersive spectroscopy (EDS). Calculation of wind load at the location of breakage was also carried out. EDS analysis revealed entrapment of slag inside weld. Overall analysis suggested that the failure took place due to selection of improper reconditioning technique as well as poor workmanship in welding.

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References

  1. A. Kareem, C.M. Cheng, Pressure and force fluctuations on isolated roughened circular cylinders of finite height in boundary layer flows. J. Fluids Struct. 13, 907–933 (1999)

    Article  Google Scholar 

  2. B.J. Vickery, Wind loads on towers and chimneys, in Proceedings of International Symposium on Experimental Determination of Wind Loads on Civil Engineering Structures, pp. 87–99 (1990)

  3. IS 2062-2006 Bureau of Indian Standards; Manak Bhavan, 9 Bahadur Shah Zafar Marg, New Delhi 110002

  4. B.S.K. Reddy, V.R. Padmavathi, C. Srikanth, Study of wind load effects on tall RC chimneys. Int. J. Adv. Eng. Technol.

  5. IS-800: 1984; Clause: 4.11; Bureau of Indian Standards; Manak Bhavan, 9 Bahadur Shah Zafar Marg, New Delhi 110002

  6. Clause 5.3.2,2; IS-875 Part-3:1987; Bureau Of Indian Standards; Manak Bhavan, 9 Bahadur Shah Zafar Marg, New Delhi 110002

  7. Clauses 5.3.2.1, IS-875 (Part-3):1987; Bureau of Indian Standards; Manak Bhavan, 9 Bahadur Shah Zafar Marg, New Delhi 110002

  8. Kirtikanta sahoo (210CE2262); Analysis of Self Supported Steel Chimney as per Indian Standard

  9. Clause 5.3.2.2, IS-875(part-3):1987, Table 2 Bureau of Indian Standards; Manak Bhavan, 9 Bahadur Shah Zafar Marg, New Delhi 110002

  10. R. Ciesielski, M. Gaczek, J. Kawecki, Observation results of cross-wind 68 response of towers and steel chimneys. J. Wind Eng. Ind. Aerodyn. 41, 2205–2211 (1992)

    Article  Google Scholar 

  11. G. Hirsch, H. Ruscheweyh, Full-scale measurements on steel chimney stacks. J. Ind. Aerodyn. 1, 341–347 (1975)

    Article  Google Scholar 

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Correspondence to Suman Mukhopadhyay.

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Mukhopadhyay, S., Mukhopadhyay, G. & Bhattacharyya, S. Catastrophic Failure of a Steel Chimney in a Lime Plant. J Fail. Anal. and Preven. 17, 624–631 (2017). https://doi.org/10.1007/s11668-017-0298-z

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  • DOI: https://doi.org/10.1007/s11668-017-0298-z

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