Serviceability analysis and increased axle load performance of heritage arch gallery railway bridge

Authors

  • Madappa VR Sivasubramanian Department of Civil Engineering, National Institute of Technology Puducherry, Karaikal, 609609, Puducherry (India)
  • Vinay Shimpi Department of Civil Engineering, National Institute of Technology Puducherry, Karaikal, 609609, Puducherry (India)
  • S.B. Singh Department of Civil Engineering, Birla Institute of Technology and Science Pilani, Pilani, 333031, Rajasthan (India)

DOI:

https://doi.org/10.7764/RDLC.20.1.178

Keywords:

heritage structure, moving load analysis, serviceability, ambient vibration test, masonry arch bridge

Abstract

This investigation deals with the serviceability analysis and increased axle load performance of Bridge No. 541 of UNESCO recognised Kalka Shimla Mountain Railways, which is a multi-storey arch gallery stone masonry bridge situated in the state of Himachal Pradesh, India.  For this purpose, a finite element (FE) model was developed based on the drawings and reports available in Shimla Division, Northern Railways, India. Further, the results obtained from ambient vibration test (AVT) and operational modal analysis (OMA) is utilized to model update the initial FE model by modifying the mechanical properties of stone masonry. The serviceability against present-day axle loading (H Class Loading, Indian Railways) and present speed of the train is assessed.  At last, a parametric study is conducted to understand the feasibility to attain higher speeds (up to 40 kmph) of the present axle load and higher axle load with different speeds of the train over the bridge to check the serviceability conditions advised in the Indian Railways code and also International codes. Finally, the study concluded that Bridge No. 541 of Kalka Shimla Mountain Railways can sustain speeds up to 40 kmph for current axle loading satisfying serviceability conditions.

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Author Biographies

Madappa VR Sivasubramanian, Department of Civil Engineering, National Institute of Technology Puducherry, Karaikal, 609609, Puducherry (India)

Department of Civil Engineering, National Institute of Technology Puducherry

Karaikal, 609609, Puducherry (India)

 

madappa@nitpy.ac.in

Vinay Shimpi , Department of Civil Engineering, National Institute of Technology Puducherry, Karaikal, 609609, Puducherry (India)

Department of Civil Engineering, National Institute of Technology Puducherry

Karaikal, Puducherry, 609609  (India)

vinay.nitpy@gmail.com

S.B. Singh, Department of Civil Engineering, Birla Institute of Technology and Science Pilani, Pilani, 333031, Rajasthan (India)

Department of Civil Engineering, Birla Institute of Technology and Science Pilani

Pilani, 333031, Rajasthan (India)

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Published

2021-04-22

How to Cite

Sivasubramanian, M. V. ., Shimpi , V., & Singh, S. . (2021). Serviceability analysis and increased axle load performance of heritage arch gallery railway bridge. Revista De La Construcción. Journal of Construction, 20(1), 178–189. https://doi.org/10.7764/RDLC.20.1.178