PROKON BLOG

Modelling a Box Culvert in Prokon SUMO

Introduction

A box culvert is a reinforced concrete structure commonly used to convey water beneath roads, railways, or embankments. It consists of a rigid rectangular frame formed by:

  • A Base Slab
  • Vertical side walls
  • A Top Slab.

Key Applications

Box culverts are widely used in:

  • Road and railway drainage systems
  • Stormwater management infrastructure
  • Canal and watercourse crossings
  • Pedestrian and service tunnels

Modelling Overview in Prokon SUMO

In Prokon SUMO modelling involves:

  • defining structural elements
  • Assigning material properties
  • Adding supports and boundary conditions
  • Simulating realistic loading scenarios

This guide outlines a structured workflow for accurate modelling and analysis of Box Culvert in SUMO.

Understanding the Structure

Before modelling, define the culvert geometry:

ComponentDimension / Property
Top Slab300 mm thick
Base Slab300 mm thick
Side Walls3 m high, 300 mm thick
Wing Walls3 m high, 2.85 m wide, 300 mm thick

Importing DWG into SUMO

  • Navigate to File → Import → DWG.
  • Select the DWG file containing the culvert geometry.
  • Ensure the scale and units are correct.
  • Clean up unnecessary layers and lines if needed.
  • Use the imported geometry as a modelling reference only.

Populating Materials Table

  • Define concrete grade (30MPa).

Modelling the Structural Elements

Plane Shell Elements

Used for:

  • Culvert opening

Steps:

  • Draw outlines using curves
  • Trace geometry.
  • Properties:
    • Thickness: 300mm
    • Mesh size: 0.25m

Slabs

Used for:

  • Top Slab
  • base Slab

Properties:

  • Thickness: 300mm
  • Mesh size: 0.25m

Walls

Used for:

  • Side walls
  • Wing walls

Properties:

  • Thickness: 300mm
  • Mesh size: 0.25m

Boundary Conditions:

  • Top: Fixed
  • Bottom: Fixed
  • Side start and end: Fixed

Adding Supports to the Model

  • Define supports at the base of the culvert:
    • Fixed supports for rigid foundation assumptions.
    • Spring supports if modelling soil-structure interaction.
  • For realistic modelling:
    • Use area supports to simulate soil stiffness.

Assigning Loads

Apply relevant loads, including:

Dead Loads

  • Self-weight (automatically included if enabled).
  • Additional permanent loads (e.g., road layers).

Live Loads

  • Traffic loads applied on the top slab.
  • Load distribution based on design standards.

Earth Pressure

  • Lateral loads applied to side walls.
  • Consider:
    • at-rest pressure
    •  active pressure
    • passive earth pressure conditions.

Hydrostatic Pressure

  • Applied to walls and base slab if water is present.

Load Combinations

  • Define load combinations according to relevant design codes.
  • Ensure inclusion of:
    • Ultimate Limit State (ULS)
    • Serviceability Limit State (SLS)

Run an Analysis

  • Select the appropriate analysis type:
    • Linear static analysis for basic evaluation.
    • Non-linear or second-order analysis if required.
  • Run the analysis.
  • Check for errors or warnings:
    • Instability issues
    • Unconnected nodes
    • Load application errors

Accessing Output

Review analysis results, including:

  • Displacements:
    • deflection of slabs and walls
  • Bending moments (Mx, My)
  • Shear forces
  • Stress distribution in shell elements

Visualisation Tools

  • Contour plots
  • Force diagrams
  • Deformed shape views

Conclusion

  • Prokon SUMO simplifies the modelling and design of Box Culvert, offering a complete workflow from geometry to detailed validation.
  • Accurate modelling of a box culvert in Prokon SUMO depends on:
    • Proper geometry definition
    • Realistic support conditions
    • Correct load application
    • Ensuring full connectivity of elements
  • A well-constructed model leads to reliable and design-ready results.
  • Loads and combinations govern design.

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