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    Assessing U-frame (half-through) steel railway bridges to Network Rail standards — Level 2 check in MIDAS Civil NX + FEA NX Network Rail U-Frame Steel Bridge Assessment: Level 2

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    AI Summary
    • Level 2 Assessment:
      Network Rail U-Frame Steel Bridge with MIDAS Civil NX + FEA NX: Beyond Level 1: building a U-frame bridge finite element model from scratch, running linear static and buckling analyses, then a full geometric and material non-linear assessment.
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    Description

    In this session, Vikrant will walk through a Level 2 assessment of a U-frame steel bridge — from building a shell model with the right materials, meshing and boundary  conditions to linear and non-linear assessment.

    Part 1: Introduction of FEA NX
    - Overview
    - Modelling and meshing
    - Supported analysis types

    Part 2: Modelling of U-Frame Bridge in FEA NX
    - Material and shell property definition
    - Modelling and meshing geometry
    - Boundary and loading conditions

    Part 3: Defining Analysis Cases
    - Linear static analysis
    - Linear buckling analysis
    - Results: displacements, von Mises stresses, buckling modes

    Part 4: Geometric and Material Non-Linear Analysis
    - Imperfections and construction stage sequencing
    - Geometric and material non-linear input
    - Result interpretation and conclusions

    Key Points

    Build a shell model with the right materials, meshing and boundary conditions

    Run linear static and linear buckling analyse

    Introduce imperfections and reach a defensible non-linear conclusion

    Speaker

    Vikrant Vijay Parthe Technical Support Engineer MIDAS IT
    Vikrant Vijay Parthe is a Technical Support Engineer at the Midas Research and Development Centre. He holds a Master of Technology degree in Structural Engineering from SVNIT, Surat. With extensive experience in the analysis and design of both bridge and building structures, Vikrant has been actively supporting users of Midas software, including clients from government and private organizations. His expertise lies in guiding users to successfully accomplish structural analysis tasks using Midas solutions.
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