Application of Infrared Thermography to Repair Quality Inspection of Concrete Structures Strengthened by CFRP.

碩士 === 國立中興大學 === 土木工程學系所 === 94 === The concrete structures after damage often need to be strengthened. The bond between the repair material and original concrete is the key factor to determine the repair quality. In this research, concrete structures were strengthened with CFRP (Carbon Fiber-Reinf...

Full description

Bibliographic Details
Main Authors: Ya-Ping Lin, 林雅萍
Other Authors: 林宜清
Format: Others
Language:zh-TW
Published: 2006
Online Access:http://ndltd.ncl.edu.tw/handle/51488515618493349911
id ndltd-TW-094NCHU5015008
record_format oai_dc
spelling ndltd-TW-094NCHU50150082016-05-25T04:14:22Z http://ndltd.ncl.edu.tw/handle/51488515618493349911 Application of Infrared Thermography to Repair Quality Inspection of Concrete Structures Strengthened by CFRP. 紅外線熱影像法在混凝土結構CFRP修補品質之評估 Ya-Ping Lin 林雅萍 碩士 國立中興大學 土木工程學系所 94 The concrete structures after damage often need to be strengthened. The bond between the repair material and original concrete is the key factor to determine the repair quality. In this research, concrete structures were strengthened with CFRP (Carbon Fiber-Reinforced Polymer). Both normal concrete and concrete after fire damage were considered as strengthening specimens. To simulate bad bond quality, thin and thick plastic sheets were placed at specific locations at the interface between CFRP and concrete. The infrared thermography technique was used to inspect the repair quality of concrete structures strengthened by CFRP. The number of CFRP layers and the heating source were considered as experimental parameters. In addition, how the thickness of the flaw affects the temperature distribution on the surface detected by the infrared will be studied. Finally, the results obtained from numerical analysis were compared with the experimental results. The experimental results show that both the sunlight and halogen light are suitable heating source for detection of the flaws at the interface between CFRP and concrete in the thermal image. It was found that the thicker the flaw thickness the higher the surface temperature. For the same number of CFRP layers, a longer duration of heating results in a higher surface temperature on the top of the flaw. The flaw surface temperature and the temperature decreasing rate are reduced by increasing the number of CFRP layers. The infrared thermography is still valid for detection of flaws beneath CFRP with three layers. The numerical results show the similar heat flow phenomenon to that observed in the experimental results. It is concluded that application of infrared thermography to repair quality inspection of concrete structures strengthened by CFRP is highly feasible 林宜清 2006 學位論文 ; thesis 84 zh-TW
collection NDLTD
language zh-TW
format Others
sources NDLTD
description 碩士 === 國立中興大學 === 土木工程學系所 === 94 === The concrete structures after damage often need to be strengthened. The bond between the repair material and original concrete is the key factor to determine the repair quality. In this research, concrete structures were strengthened with CFRP (Carbon Fiber-Reinforced Polymer). Both normal concrete and concrete after fire damage were considered as strengthening specimens. To simulate bad bond quality, thin and thick plastic sheets were placed at specific locations at the interface between CFRP and concrete. The infrared thermography technique was used to inspect the repair quality of concrete structures strengthened by CFRP. The number of CFRP layers and the heating source were considered as experimental parameters. In addition, how the thickness of the flaw affects the temperature distribution on the surface detected by the infrared will be studied. Finally, the results obtained from numerical analysis were compared with the experimental results. The experimental results show that both the sunlight and halogen light are suitable heating source for detection of the flaws at the interface between CFRP and concrete in the thermal image. It was found that the thicker the flaw thickness the higher the surface temperature. For the same number of CFRP layers, a longer duration of heating results in a higher surface temperature on the top of the flaw. The flaw surface temperature and the temperature decreasing rate are reduced by increasing the number of CFRP layers. The infrared thermography is still valid for detection of flaws beneath CFRP with three layers. The numerical results show the similar heat flow phenomenon to that observed in the experimental results. It is concluded that application of infrared thermography to repair quality inspection of concrete structures strengthened by CFRP is highly feasible
author2 林宜清
author_facet 林宜清
Ya-Ping Lin
林雅萍
author Ya-Ping Lin
林雅萍
spellingShingle Ya-Ping Lin
林雅萍
Application of Infrared Thermography to Repair Quality Inspection of Concrete Structures Strengthened by CFRP.
author_sort Ya-Ping Lin
title Application of Infrared Thermography to Repair Quality Inspection of Concrete Structures Strengthened by CFRP.
title_short Application of Infrared Thermography to Repair Quality Inspection of Concrete Structures Strengthened by CFRP.
title_full Application of Infrared Thermography to Repair Quality Inspection of Concrete Structures Strengthened by CFRP.
title_fullStr Application of Infrared Thermography to Repair Quality Inspection of Concrete Structures Strengthened by CFRP.
title_full_unstemmed Application of Infrared Thermography to Repair Quality Inspection of Concrete Structures Strengthened by CFRP.
title_sort application of infrared thermography to repair quality inspection of concrete structures strengthened by cfrp.
publishDate 2006
url http://ndltd.ncl.edu.tw/handle/51488515618493349911
work_keys_str_mv AT yapinglin applicationofinfraredthermographytorepairqualityinspectionofconcretestructuresstrengthenedbycfrp
AT línyǎpíng applicationofinfraredthermographytorepairqualityinspectionofconcretestructuresstrengthenedbycfrp
AT yapinglin hóngwàixiànrèyǐngxiàngfǎzàihùnníngtǔjiégòucfrpxiūbǔpǐnzhìzhīpínggū
AT línyǎpíng hóngwàixiànrèyǐngxiàngfǎzàihùnníngtǔjiégòucfrpxiūbǔpǐnzhìzhīpínggū
_version_ 1718281064342880256