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Rehabilitation of Historic Railway Masonry Arch Bridge: A Case Study

Author(s):
Medium: journal article
Language(s): English
Published in: Restoration of Buildings and Monuments, , n. 4-6, v. 21
Page(s): 107-117
DOI: 10.1515/rbm-2015-1002
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.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1515/rbm-2015-1002.
  • About this
    data sheet
  • Reference-ID
    10531269
  • Published on:
    17/12/2020
  • Last updated on:
    19/02/2021