Redirecting to http://dergipark.org.tr/_fragment?_hash=DH0o6l-aFsn_RPZKcG7MOpZ0UfZiXIQ_DSiEb9NxIjk&_path=id%3D1412468%26_format%3Dhtml%26_locale%3Den%26_controller%3DApp%255CController%255CSite%255CArticleController%253A%253AesiArticleStats.
Conference Paper
BibTex RIS Cite

Year 2023, Volume: 26, 648 - 658, 30.12.2023

Krasimir Petrov

https://doi.org/10.55549/epstem.1412468

Abstract

References

  • Bill, N. (2014) The safety record of timber railway bridges in the UK: 1840–1870. Proceedings of the Institution of Civil Engineers - Engineering History and Heritage, 167 (1), 34-46.
  • Clark, N. S. (2009) The dee railway bridge disaster of 1847. Retrieved from http://anengineersaspect.blogspot.com/2009/07/the-dee-railway-bridge-disaster-of-1847.html
  • Doicheva, A. (2022). Finite element method for analysis of off-center connected continuous beams. The Eurasia Proceedings of Science, Technology, Engineering & Mathematics (EPSTEM), 18, 37-45.

Flexural Torsional Buckling of a Beam from the Dee Bridge of 1846 - Analytical and Finite Element Analyses

Year 2023, Volume: 26, 648 - 658, 30.12.2023

Krasimir Petrov

https://doi.org/10.55549/epstem.1412468

Abstract

The Industrial Revolution in Victorian England was a period marked by rapid development of the machine industry, accompanied by new technologies in metallurgy and a need for transport between economic areas that was fast, cheap and convenient. This is a period when the railway transport arose and in a short time acquired an image familiar to us to this day. Passage of train sets across rivers and hard-to-reach areas requires transport facilities. In this period, an extremely large number of bridges and aqueducts were built, which have different constructive solutions, different technologies are applied and they are made of different materials, depending on the preference of their creator. This paper examines the collapse of one of the beams of the Dee Bridge on 24 May 1847. The analysis carried out shows the irrationality of the cross-sectional dimensions and types of girder supports witch generate large compressive forces in the beam, leading to flexural torsional buckling.

Keywords

Beam Off-center supported beam Flexural torsional buckling Critical force Finite element method

References

  • Bill, N. (2014) The safety record of timber railway bridges in the UK: 1840–1870. Proceedings of the Institution of Civil Engineers - Engineering History and Heritage, 167 (1), 34-46.
  • Clark, N. S. (2009) The dee railway bridge disaster of 1847. Retrieved from http://anengineersaspect.blogspot.com/2009/07/the-dee-railway-bridge-disaster-of-1847.html
  • Doicheva, A. (2022). Finite element method for analysis of off-center connected continuous beams. The Eurasia Proceedings of Science, Technology, Engineering & Mathematics (EPSTEM), 18, 37-45.
There are 3 citations in total.

Details

Primary Language English
Subjects Environmental and Sustainable Processes
Journal Section Articles
Authors

Krasimir Petrov

Early Pub Date December 30, 2023
Publication Date December 30, 2023
Published in Issue Year 2023 Volume: 26

Cite

APA Petrov, K. (2023). Flexural Torsional Buckling of a Beam from the Dee Bridge of 1846 - Analytical and Finite Element Analyses. The Eurasia Proceedings of Science Technology Engineering and Mathematics, 26, 648-658. https://doi.org/10.55549/epstem.1412468
Creative Commons License