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Design and Analysis of Curved Steel Bridges Using 3D Shell Modelling

Author(s):
Medium: journal article
Language(s): English
Published in: ce/papers, , n. 3-4, v. 7
Page(s): 213-218
DOI: 10.1002/cepa.3090
Abstract:

Steel bridge designers and erectors primarily rely on approximate methods, such as 1D line girder analyses and 2D grid analyses. For curved or skewed bridges, this can give erroneous indications of the structure's true behaviour. Refined methods of analysis, such as 3D shell modelling, aim to bring a significant change in the practice of bridge engineering. By moving the industry away from simplistic design assumptions, refined analysis methods lead to more accurate, less conservative results, which in turn brings true benefits such as improved structural safety and increased economy. In this paper, several case studies on curved plate girder and tub girder bridges are presented, which cover the full bridge life cycle, from erection of the steel structure and placement of the concrete deck, down to live load analyses using influence surfaces and load rating. The case studies will be modelled with mBrace3D, a dedicated FEA software for curved steel bridges.

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: 10.1002/cepa.3090.
  • About this
    data sheet
  • Reference-ID
    10799227
  • Published on:
    23/09/2024
  • Last updated on:
    23/09/2024
 
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