Framework for automated impact detection and condition assessment of through-plate girder railroad bridges

Lawal, Omobolaji

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https://hdl.handle.net/2142/129453 Copy

Description

Title

Framework for automated impact detection and condition assessment of through-plate girder railroad bridges

Author(s)

Lawal, Omobolaji

Issue Date

2025-04-28

Director of Research (if dissertation) or Advisor (if thesis)

Spencer Jr., Billie F

Doctoral Committee Chair(s)

Spencer Jr., Billie F

Committee Member(s)

• Elbana, Ahmed
• Alipour, Mohamed
• Moreu, Fernando

Department of Study

Civil & Environmental Eng

Discipline

Civil Engineering

Degree Granting Institution

University of Illinois Urbana-Champaign

Degree Name

Ph.D.

Degree Level

Dissertation

Keyword(s)

• railroad bridges
• impact detection
• wireless smart sensors
• machine learning
• through-plate girder
• condition assessment

Abstract

Of the 100,000 railroad bridges in the United States, 50% are over 100 years old. Many of these bridges do not meet the minimum vertical clearance standards, making them susceptible to impact from over-height vehicles. These impacts can cause structural damage, service disruptions, and financial losses, necessitating a systematic approach for rapid detection and condition assessment. This research develops a comprehensive framework for automated impact detection and condition assessment of railroad bridges using artificial intelligence, wireless smart sensors, and structural health monitoring techniques. Focus is placed on through-plate girder bridges, as they represent a common design among bridges that do not meet vertical clearance standards. The first step in this framework is rapid impact detection, achieved through a machine learning-based event classification that distinguishes between impact events and train crossings with high accuracy. The detection step is enhanced by integrating artificial intelligence at the edge, deploying the classification model directly onto a wireless smart sensor platform. This edge computing paradigm eliminates the delays associated with centralized processing, enabling near real-time decision-making for infrastructure monitoring. Beyond detection, the framework incorporates impact severity assessment, a critical step for prioritizing inspections. An artificial neural network model is developed to assess severity using key structural response metrics such as impact impulse, peak acceleration, and spectral energy. Validated with both simulated and field-collected data, this model provides an automated and scalable solution for prioritizing the allocation of limited inspection resources. The final step in the framework is post-impact condition assessment where a neural network-based approach estimates permanent displacements to determine the residual structural integrity of bridges. By systematically integrating these components, this research establishes a robust and automated framework for railroad bridge impact detection and condition assessment. The proposed methodology enhances safety, minimizes operational downtime, and optimizes maintenance resource allocation for aging railroad bridges.

Graduation Semester

2025-05

Type of Resource

Thesis

Handle URL

https://hdl.handle.net/2142/129453

Copyright and License Information

Copyright 2025 Omobolaji Lawal

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