EXTENDED ABSTRACT.pdf

Vivek-Vishwakarma-ICF15v1-3d44323b564e123d85436342586b0f85.pdf
Preview of EXTENDED ABSTRACT
🔗 Source: icf15.gatech.edu
📊 Size: 257 KB
👤 Author: admin
⬇️ Downloads: 80

Summary

Coupled corrosion fatigue phenomenon causes reinforced concrete structures to fail prematurely. A numerical simulation using FE solvers was performed to understand the behavior of reinforced cement concrete members under coupled effects of fatigue and corrosion. A reinforced concrete strut of a prestressed bridge was simulated to study the effects of chloride ingress. The results showed that the coupled effect of corrosion and fatigue significantly reduced the fatigue life, with a 26% increase in deflection and a 25.9% maximum corrosion rate. The study concluded that multiphysics simulation can predict the behavior of reinforced concrete elements and estimate the residual fatigue life of new and existing structures.

Description

Coupled corrosion fatigue phenomenon causes reinforced concrete structures to fail prematurely.

Technical Information

  • File Format: PDF
  • File Size: 257 KB
  • Pages: 3
  • Language: EN
  • Author: admin
  • Total Downloads: 80
  • Last Updated: 2 weeks ago

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