Evaluation of Flexural Behavior of Textile-Reinforced Mortar-Strengthened RC Beam Considering Strengthening Limit

Textile-reinforced mortar (TRM) is a strengthening material in which textiles are attached to reinforced concrete (RC) structures using an inorganic matrix. Although many studies on structural behavior, various factors that affect TRM behavior could not be determined clearly. Especially, the uncerta...

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Autores principales:	Jongho Park, Sun-Kyu Park, Sungnam Hong
Formato:	article
Lenguaje:	EN
Publicado:	MDPI AG 2021
Materias:	TRM debonding strengthening limit TRM coefficient flexural behavior Technology T Electrical engineering. Electronics. Nuclear engineering TK1-9971 Engineering (General). Civil engineering (General) TA1-2040 Microscopy QH201-278.5 Descriptive and experimental mechanics QC120-168.85
Acceso en línea:	https://doaj.org/article/1d8e0607b70a431c894f65c2ba4ffe42
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spelling	oai:doaj.org-article:1d8e0607b70a431c894f65c2ba4ffe422021-11-11T18:02:51ZEvaluation of Flexural Behavior of Textile-Reinforced Mortar-Strengthened RC Beam Considering Strengthening Limit10.3390/ma142164731996-1944https://doaj.org/article/1d8e0607b70a431c894f65c2ba4ffe422021-10-01T00:00:00Zhttps://www.mdpi.com/1996-1944/14/21/6473https://doaj.org/toc/1996-1944Textile-reinforced mortar (TRM) is a strengthening material in which textiles are attached to reinforced concrete (RC) structures using an inorganic matrix. Although many studies on structural behavior, various factors that affect TRM behavior could not be determined clearly. Especially, the uncertainty in bonds due to inorganic materials was not considered. In this study, the flexural behavior of TRM-strengthened beams was determined considering intermediate crack debonding occurred. The TRM beam strengthening limit and TRM coefficients were defined considering the possibility of premature failure and experimental results of four other research on 22 specimens. Therefore, it is expected that a conservative design would be possible when the suggested strengthening limit coefficient is applied.Jongho ParkSun-Kyu ParkSungnam HongMDPI AGarticleTRMdebondingstrengthening limitTRM coefficientflexural behaviorTechnologyTElectrical engineering. Electronics. Nuclear engineeringTK1-9971Engineering (General). Civil engineering (General)TA1-2040MicroscopyQH201-278.5Descriptive and experimental mechanicsQC120-168.85ENMaterials, Vol 14, Iss 6473, p 6473 (2021)
institution	DOAJ
collection	DOAJ
language	EN
topic	TRM debonding strengthening limit TRM coefficient flexural behavior Technology T Electrical engineering. Electronics. Nuclear engineering TK1-9971 Engineering (General). Civil engineering (General) TA1-2040 Microscopy QH201-278.5 Descriptive and experimental mechanics QC120-168.85
spellingShingle	TRM debonding strengthening limit TRM coefficient flexural behavior Technology T Electrical engineering. Electronics. Nuclear engineering TK1-9971 Engineering (General). Civil engineering (General) TA1-2040 Microscopy QH201-278.5 Descriptive and experimental mechanics QC120-168.85 Jongho Park Sun-Kyu Park Sungnam Hong Evaluation of Flexural Behavior of Textile-Reinforced Mortar-Strengthened RC Beam Considering Strengthening Limit
description	Textile-reinforced mortar (TRM) is a strengthening material in which textiles are attached to reinforced concrete (RC) structures using an inorganic matrix. Although many studies on structural behavior, various factors that affect TRM behavior could not be determined clearly. Especially, the uncertainty in bonds due to inorganic materials was not considered. In this study, the flexural behavior of TRM-strengthened beams was determined considering intermediate crack debonding occurred. The TRM beam strengthening limit and TRM coefficients were defined considering the possibility of premature failure and experimental results of four other research on 22 specimens. Therefore, it is expected that a conservative design would be possible when the suggested strengthening limit coefficient is applied.
format	article
author	Jongho Park Sun-Kyu Park Sungnam Hong
author_facet	Jongho Park Sun-Kyu Park Sungnam Hong
author_sort	Jongho Park
title	Evaluation of Flexural Behavior of Textile-Reinforced Mortar-Strengthened RC Beam Considering Strengthening Limit
title_short	Evaluation of Flexural Behavior of Textile-Reinforced Mortar-Strengthened RC Beam Considering Strengthening Limit
title_full	Evaluation of Flexural Behavior of Textile-Reinforced Mortar-Strengthened RC Beam Considering Strengthening Limit
title_fullStr	Evaluation of Flexural Behavior of Textile-Reinforced Mortar-Strengthened RC Beam Considering Strengthening Limit
title_full_unstemmed	Evaluation of Flexural Behavior of Textile-Reinforced Mortar-Strengthened RC Beam Considering Strengthening Limit
title_sort	evaluation of flexural behavior of textile-reinforced mortar-strengthened rc beam considering strengthening limit
publisher	MDPI AG
publishDate	2021
url	https://doaj.org/article/1d8e0607b70a431c894f65c2ba4ffe42
work_keys_str_mv	AT jonghopark evaluationofflexuralbehavioroftextilereinforcedmortarstrengthenedrcbeamconsideringstrengtheninglimit AT sunkyupark evaluationofflexuralbehavioroftextilereinforcedmortarstrengthenedrcbeamconsideringstrengtheninglimit AT sungnamhong evaluationofflexuralbehavioroftextilereinforcedmortarstrengthenedrcbeamconsideringstrengtheninglimit
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Evaluation of Flexural Behavior of Textile-Reinforced Mortar-Strengthened RC Beam Considering Strengthening Limit

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