Effects of Solar Loading on Infrared Imaging of Subsurface Features in Concrete
Author:
Affiliation:
1. Assistant Professor, Univ. of Missouri, E2509 Lafferre Hall, Columbia, MO 65211 (corresponding author).
2. Graduate Research Assistant, Univ. of Missouri, E2509 Lafferre Hall, Columbia, MO 65211.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000117
Reference20 articles.
1. Adams T. Pincheira J. and Huang Y. H. (2002). “Assessment and rehabilitation strategies/guidelines to maximize the service life of concrete structures.” Report No. WHRP 02-003 Wisconsin Department of Transportation Madison Wis.
2. Alt D. G. and Meggers D. A. (1996). “Determination of bridge deck subsurface anomalies by infrared thermography and ground penetrating radar; Polk-Quincy Viaduct I-70 Topeka Kansas.” Rep. No . FHWA-KS-96-2 Kansas Department of Transportation Topeka Kan.
3. ASTM. (2007). “Standard test method for detecting delaminations in bridge decks using infrared thermography.” ASTM D4788-03 West Conshohocken Pa.
4. Emissivity considerations in building thermography
5. Testing of Concrete in Structures
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