Air-coupled ultrasonic tomographic imaging of concrete elements

Hall, Kerry S.

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https://hdl.handle.net/2142/26142 Copy

Description

Title

Air-coupled ultrasonic tomographic imaging of concrete elements

Author(s)

Hall, Kerry S.

Issue Date

2011-08-25T22:16:04Z

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

Popovics, John S.

Doctoral Committee Chair(s)

Popovics, John S.

Committee Member(s)

• Oelze, Michael L.
• LaFave, James M.
• Mondal, Paramita

Department of Study

Civil & Environmental Eng

Discipline

Civil Engineering

Degree Granting Institution

University of Illinois at Urbana-Champaign

Degree Name

Ph.D.

Degree Level

Dissertation

Keyword(s)

• Air-coupled
• Non-contact
• Ultrasonic pulse velocity (UPV)
• Non-destructive testing (NDT)
• Nondestructive testing
• Concrete
• Tomography
• Imaging

Abstract

Ultrasonic tomography is a powerful tool for identifying defects within an object or structure. This method can be applied on structures where x-ray tomography is impractical due to size, low contrast, or safety concerns. By taking many ultrasonic pulse velocity (UPV) readings through the object, an image of the internal velocity variations can be constructed. Air-coupled UPV can allow for more automated and rapid collection of data for tomography of concrete. This research aims to integrate recent developments in air-coupled ultrasonic measurements with advanced tomography technology and apply them to concrete structures. First, non-contact and semi-contact sensor systems are developed for making rapid and accurate UPV measurements through PVC and concrete test samples. A customized tomographic reconstruction program is developed to provide full control over the imaging process including full and reduced spectrum tomographs with percent error and ray density calculations. Finite element models are also used to determine optimal measurement configurations and analysis procedures for efficient data collection and processing. Non-contact UPV is then implemented to image various inclusions within 6 inch (152 mm) PVC and concrete cylinders. Although there is some difficulty in identifying high velocity inclusions, reconstruction error values were in the range of 1.1-1.7% for PVC and 3.6% for concrete. Based upon the success of those tests, further data are collected using non-contact, semi-contact, and full contact measurements to image 12 inch (305 mm) square concrete cross-sections with 1 inch (25 mm) reinforcing bars and 2 inch (51 mm) square embedded damage regions. Due to higher noise levels in collected signals, tomographs of these larger specimens show reconstruction error values in the range of 10-18%. Finally, issues related to the application of these techniques to full-scale concrete structures are discussed.

Graduation Semester

2011-08

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http://hdl.handle.net/2142/26142

Copyright and License Information

Copyright 2011 Kerry S. Hall

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