TRB Pubsindex
Text Size:

Title:

Thermographic Imaging of Subsurface Deterioration in Concrete Bridges

Accession Number:

01322216

Record Type:

Component

Availability:

Transportation Research Board Business Office

500 Fifth Street, NW
Washington, DC 20001 United States
Order URL: http://www.trb.org/Main/Blurbs/Bridge_Engineering_2010_Volume_2_164563.aspx

Find a library where document is available


Order URL: http://worldcat.org/isbn/9780309160421

Abstract:

The deterioration of concrete bridge components due to corrosion presents a significant challenge for bridge owners worldwide. Deterioration commonly develops at the level of embedded reinforcing steel because of the expansion of corrosion products and resulting stresses in the concrete. As a result, deterioration cannot be detected with visual inspection until it has progressed sufficiently to be manifest in spalling or advanced deterioration of the concrete. This paper presents the results of a study to develop thermal imaging (infrared imaging) for detection of subsurface deterioration. This nondestructive evaluation technique detects delamination on the basis of resulting perturbations in the heat transfer characteristics of the concrete, which are manifest as variations in surface temperature. The technique has the advantage of being applied from a distance and thus reduces access and traffic control requirements. However, it depends on certain environmental conditions to achieve thermal gradients in the concrete needed to detect subsurface deterioration. This study explored the effects of environmental parameters on the detectability of delamination in concrete. Specifically, the effects of diurnal temperature changes on the detection of damage in the soffit area of bridges are reported. Experimental studies and field testing were conducted. This paper focuses on guideline requirements developed through the research for the effective application of the technology in the field and describes experience with application of the technology for the detection of deterioration in a typical highway bridge.

Monograph Accession #:

01322203

Report/Paper Numbers:

7IBEC-0056

Language:

English

Authors:

Washer, Glenn
Bolleni, Naveen
Fenwick, Richard

Pagination:

pp 27-33

Publication Date:

2010

Serial:

Transportation Research Record: Journal of the Transportation Research Board

Issue Number: 2201
Publisher: Transportation Research Board
ISSN: 0361-1981

ISBN:

9780309160421

Media Type:

Print

Features:

Figures; Photos; References (17)

Subject Areas:

Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls

Files:

TRIS, TRB, ATRI

Created Date:

Dec 3 2010 3:31PM

More Articles from this Serial Issue: