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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
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)
Pre-dimension and define boundary conditions
Analyze the structure
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)
Material and Sections:
Define material properties, concrete cover, and section data.
Beam Design (Upper & Lower Slabs):
Check for bending moment and shear resistance.
Column Design (Walls):
PM interaction diagrams and shear resistance.
Serviceability Parameters:
Exposure class, stress parameters, crack control, and deflection.
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.
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Full transcript