Steel vs HDPE Prestressed Corrugated Ducts

1. The Great Dilemma

The 2024 BART system corrosion failure ($23M repair cost) exposed the core conflict:

Figure 1. Lifecycle cost vs stress relaxation performance (10^6 hours data)

2. Material Showdown

2.1 Key Parameters

PropertySteel (ASTM A1011)HDPE (ASTM D3350)Yield Strength≥350MPa22-31MPaMelt Flow IndexN/A0.15-0.4g/10minCoefficient of Friction0.250.08

2.2 Environmental Tests

Florida Coastal Exposure (2014-2024):

  • Steel: 2.1mm average corrosion depth
  • HDPE: <0.01mm surface erosion

Freeze-Thaw Cycling (ASTM D6662):

% Stress retention simulation
steel_retention = 82 - 0.18*cycle_count; 
hdpe_retention = 98 - 0.02*cycle_count;

3. Decision Matrix

graph TD
    A[Start] --> B{Chloride >500ppm?}
    B -->|Yes| C[HDPE Mandatory]
    B -->|No| D{Fatigue Cycles >2x10^6?}
    D -->|Yes| E[Galvanized Steel]
    D -->|No| F[Cost Analysis]

4. Failure Forensics

Case 1: 2019 Rhine River Bridge

  • Failure mode: Galvanic corrosion at steel-concrete interface
  • Lesson: Required cathodic protection at $18/m

Case 2: 2022 Turkey Earthquake

  • Failure mode: HDPE weld seam fracture at 2.1% strain
  • Solution: New ultrasonic welding protocol (AWS D1.3)

5. Code Reconciliation

StandardSteel Safety FactorHDPE Safety FactorAASHTO LRFD1.752.10Eurocode1.501.80

Hybrid Solution:
Steel-HDPE composite ducts (Patent US2024765321) achieve:

  • 89% corrosion resistance of pure HDPE
  • 78% stiffness of pure steel
Scroll to Top