Home Architecture Rehabilitation of Historic Railway Masonry Arch Bridge: A Case Study
Article
Licensed
Unlicensed Requires Authentication

Rehabilitation of Historic Railway Masonry Arch Bridge: A Case Study

  • S. K. Elwan EMAIL logo
Published/Copyright: November 28, 2015

Abstract

This research outlines a case study for the structural rehabilitation of a historic masonry arch bridge. The major part of the railway bridge was destroyed due to high flood. The remaining parts were evaluated from structural point of view. A detailed investigation for the historic and current state of the bridge was performed. A precise description for the structural system, main elements, method of construction, materials used, and internal component was done. Also, 3D finite element analysis was conducted for the proposed rehabilitated bridge in order to identify the level of internal stresses in different structural components of the arch bridge under the effect of dead loads, live loads, wind loads, seismic loads, water flow rate, and temperature changes. The results of the finite element modeling together with the structural studies and investigations were used to develop structural guidelines for the rehabilitation project taking into account the proposed new usage as a historic walkway and the hydrological requirements as a structure over flood flow channel.

References

1. Hendry AW. Masonry arch design at the end of the 19th century. Proceedings of the 4th International Masonry Symposium, London, UK, 1995.Search in Google Scholar

2. Melbourne C. Conservation of masonry arch bridges. Proceedings of 9th I.B.Ma.C. International Brick-Block Conference, Berlin, Germany, 1991.Search in Google Scholar

3. Page J. Repair and strengthening of masonry arches. Proceedings of IABSE Symposium on Structural Preservation of the Architectural Heritage, Rome, Italy, 1993.Search in Google Scholar

4. Broomhead SF, Choo BS. The British rail masonry arch bridge assessment program. Proceedings of the 6th Canadian Masonry Symposium, Saskatoon, Saskatchewan, Canada, 1992.Search in Google Scholar

5. Das PC. Examination of masonry arch assessment methods. Proceedings of IABSE Symposium on Structural Preservation of the Architectural Heritage, Rome, Italy, 1993.Search in Google Scholar

6. Harvey WJ. Application of the mechanism analysis to masonry arches. Struct Eng, March 1988, 1988;66(5).Search in Google Scholar

7. Sinopoli A, Corradi M, Foce F. Modern formulation for pre-elastic theories on masonry arches. J Eng Mech ASCE 1997;123(3):204–13.10.1061/(ASCE)0733-9399(1997)123:3(204)Search in Google Scholar

8. Heyman J. The stone skeleton. Int J Solids Struct 1966;2:249–79.10.1017/CBO9781107050310Search in Google Scholar

9. Heyman J. The safety of masonry arches. Int J Mech Sci 1969;11:363.10.4324/9781315249513-20Search in Google Scholar

10. Choo BS, Coutie MG, Gong NG.Finite element analysis of brick arch bridges with multiple ring separations. Proceedings of the 6th Canadian Masonry Symposium, Saskatoon, Saskatchewan, Canada, 1992;2:723–34.Search in Google Scholar

11. Zienckiewicz OC, Taylor RL. The finite element method, 6th ed. London: McGraw-Hill, 1991.Search in Google Scholar

12. Roca P, Molins C, Gonzalez JL, Casals A. Analysis of two medieval stone masonry bridges. In: CA Brebbia, B Leftheris, editors. Structural studies of historical buildings. Southampton, Boston: Computational Mechanics Publications, 1995.Search in Google Scholar

Published Online: 2015-11-28
Published in Print: 2015-12-1

©2015 by Birkhäuser Verlag

Downloaded on 5.12.2025 from https://www.degruyterbrill.com/document/doi/10.1515/rbm-2015-1002/pdf
Scroll to top button