Design Optimization of Reinforced Concrete Culvert Bridge

Jul 4, 2024

Webinar Notes on Design Optimization of Reinforced Concrete Culvert Bridge

Introduction

  • Presenter: Dr. Dan, Central Africa Manager, currently working in South Korea.
  • Session Overview: Features company presentation, design optimization of reinforced concrete culvert bridge, and various loading conditions.
  • Company Overview: Vias – offers engineering tools and training globally, including regions like Africa, India, Europe, and USA.
  • Training Importance: Continuous practice with the company's software to gain expertise.

Webinar Agenda

  • Company Introduction
  • Explanation on the design optimization of reinforced concrete culvert bridges
  • Modeling and applying various loading conditions
  • Analysis, design optimization, results interpretation, and report generation

Culvert Bridge Design Process

  1. Establish design conditions
    • Ground investigation
    • Select and specify material properties
    • Analyze soil pressure, groundwater pressure, live load, and seismic load
    • (Seismic load will be covered in a separate session)
  2. Pre-dimension and define boundary conditions
  3. Analyze the structure
  4. Design the structure and generate construction drawings

Material Properties

  • Reinforced concrete: 24.5 KN/m³
  • Mortar: 21 KN/m³
  • Concrete strength: 24 MPa
  • Young's modulus of concrete: 27 MPa
  • Yield strength of steel: 400 MPa
  • Modulus of elasticity of steel: 200,000 MPa

Design Conditions

  • **Soil properties: **
    • Soil unit weight: 19 KN/m³
    • Submerged soil unit weight: 10 KN/m³
    • Internal friction of soil: 30°
    • Coefficient of earth pressure: 0.5
    • Groundwater level and unit weight
  • Loads:
    • Soil pressure
    • Groundwater pressure
    • Live load: Standard vehicle DB24
    • Seismic load

Load Analysis & Calculation

  • Vertical Earth Pressure: Calculated with considered height and soil unit weight.
  • Horizontal Earth Pressure: Uses coefficient of earth pressure and height.
  • Self Weight Calculation: For slab, walls, hunches, and underground water.
  • Buoyancy Check: Ensuring resisting force is higher than buoyant force.
  • Live Load Calculation: Distributes load based on height and width of structure.
  • Pressure Application: Using formulas for vertical and horizontal pressures.

Modeling Technique in MIDAS Civil

  • Nodes and Elements: Created using node to line extrusion method.
  • Local Axis: Proper orientation for accurate load application.
  • Load Cases: Defined loads including dead, live (vertical and horizontal), earth pressure (with and without underground water), and water pressure.
  • Spring Support: Compression-only spring element, stiffness of spring calculations based on subgrade reaction.
  • Boundary Conditions: Defined to stabilize the structure.

Structural Analysis

  • Running the Model: Verifying that loads and boundary conditions are correctly applied.
  • Bending and Shear Diagrams: Viewing results to ensure structural integrity.
  • Load Combination: Using ultimate strength design factors and serviceability parameters.
  • Envelope Creation: For combined loading conditions.

Concrete Design (Eurocode)

  1. Material and Sections: Define material properties, concrete cover, and section data.
  2. Beam Design (Upper & Lower Slabs): Check for bending moment and shear resistance.
  3. Column Design (Walls): PM interaction diagrams and shear resistance.
  4. Serviceability Parameters: Exposure class, stress parameters, crack control, and deflection.
  5. Generating Reports: Detailed and graphic reports for design validation.

Q&A Highlights

  • Recording: Available post-editing for all attendees.
  • Moving Load: Detailed in a future webinar.
  • Discount: 30% discount on MIDAS products for attendees.

Closing Remarks

  • Next Steps: Future sessions on moving loads.
  • Contact: Send messages via email or LinkedIn for further queries.