dc.contributor.author | Hiasa, Shuhei | |
dc.contributor.author | Birgül, Recep | |
dc.contributor.author | Çatbaş, F. Necati | |
dc.date.accessioned | 2020-11-20T14:51:54Z | |
dc.date.available | 2020-11-20T14:51:54Z | |
dc.date.issued | 2017 | |
dc.identifier.issn | 0950-0618 | |
dc.identifier.issn | 1879-0526 | |
dc.identifier.uri | https://doi.org/10.1016/j.conbuildmat.2017.05.175 | |
dc.identifier.uri | https://hdl.handle.net/20.500.12809/1823 | |
dc.description | 0000-0002-9152-0399 | en_US |
dc.description | WOS: 000406989500029 | en_US |
dc.description.abstract | Infrared thermography (IRT) has been used experimentally for concrete delamination detection. The past studies were conducted with limited experimental conditions, which make a difference in delamination detection. As a result, there are inconsistencies in the results reported in the literature. In this study, heat transfer models of concrete blocks with artificial delamination used for a previous test are developed and analyzed to explore sensitive parameters for effective utilization of IRT. After these FE models are validated, critical parameters and factors of delamination detectability such as the size of delamination (area, thickness and volume), ambient temperature and solar irradiance conditions (different seasons), and the depth of delamination from the surface are explored. This study presents that the area of delamination is much more influential in the detectability of IRT than thickness and volume. It is also found that there is no significant difference depending on the season when IRT is employed. This study shows a potential to bring significant improvement to IRT use in the field for subsurface damage detection for concrete structures. (C) 2017 Elsevier Ltd. All rights reserved. | en_US |
dc.description.sponsorship | Tubitak (The Scientific and Technological Research Council of Turkey)Turkiye Bilimsel ve Teknolojik Arastirma Kurumu (TUBITAK) | en_US |
dc.description.sponsorship | The authors would like to express our sincere gratitude to Dr. Koji Mitani and Mr. Masato Matsumoto of NEXCO-West USA for feedback and support throughout the studies presented in this manuscript. Without their contributions, this project would have not been realized. The authors also wish to acknowledge the financial support of Tubitak (The Scientific and Technological Research Council of Turkey) for covering the expenses of 2nd author while he was a visiting scholar at UCF. There have been several people who participated and contributed to this project. Mr. Shinji Nagayasu, Mr. Kyle Ruske, Ms. Manabu Yoshinaga Ms. Shizu Yoshida (NEXCO-West USA). The authors appreciate the thoughtful discussions with Mr. Namgyu Kim and Dr. Hae-Bum Yun. The contributions of several graduate and undergraduate students from Dr. Catbas' research team are to be acknowledged for their contributions at different phases of the project. Furthermore, the authors are also thankful to Andy Derewiany for editing the manuscript. | en_US |
dc.item-language.iso | eng | en_US |
dc.publisher | Elsevier Sci Ltd | en_US |
dc.item-rights | info:eu-repo/semantics/closedAccess | en_US |
dc.subject | Finite Element Method | en_US |
dc.subject | Infrared Thermography | en_US |
dc.subject | Non-Destructive Evaluation | en_US |
dc.subject | Bridge Inspection | en_US |
dc.subject | Detectability Temperature | en_US |
dc.subject | Delamination Size | en_US |
dc.title | Investigation of effective utilization of infrared thermography (IRT) through advanced finite element modeling | en_US |
dc.item-type | article | en_US |
dc.contributor.department | MÜ, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümü / | en_US |
dc.contributor.institutionauthor | Birgül, Recep | |
dc.identifier.doi | 10.1016/j.conbuildmat.2017.05.175 | |
dc.identifier.volume | 150 | en_US |
dc.identifier.startpage | 295 | en_US |
dc.identifier.endpage | 309 | en_US |
dc.relation.journal | Construction and Building Materials | en_US |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |