END PEELING OF MINERAL BASED CFRP STRENGTHENED CONCRETE STRUCTURES – A PARAMETRIC STUDY

The advantages of FRP-strengthening have been shown time and again during the last decade. All over the world several thousand structures retrofitted with FRPs exist. The most common way to bond the FRP composite to the structure is by the use of epoxy. Epoxy has many advantages; adhere well to conc...

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Main Authors: T. Johansson, B. Täljsten
Other Authors: The Pennsylvania State University CiteSeerX Archives
Format: Text
Language:English
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Online Access:http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.453.4687
http://www.iifc-hq.org/proceedings/BBFS_2005/Interfacial Stresses in Flexurally-Strengthened Concrete Members/End Peeling of Mineral Based CFRP Strengthened Concrete Structures - A Parametric Study.pdf
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spelling ftciteseerx:oai:CiteSeerX.psu:10.1.1.453.4687 2023-05-15T17:09:13+02:00 END PEELING OF MINERAL BASED CFRP STRENGTHENED CONCRETE STRUCTURES – A PARAMETRIC STUDY T. Johansson B. Täljsten The Pennsylvania State University CiteSeerX Archives application/pdf http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.453.4687 http://www.iifc-hq.org/proceedings/BBFS_2005/Interfacial Stresses in Flexurally-Strengthened Concrete Members/End Peeling of Mineral Based CFRP Strengthened Concrete Structures - A Parametric Study.pdf en eng http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.453.4687 http://www.iifc-hq.org/proceedings/BBFS_2005/Interfacial Stresses in Flexurally-Strengthened Concrete Members/End Peeling of Mineral Based CFRP Strengthened Concrete Structures - A Parametric Study.pdf Metadata may be used without restrictions as long as the oai identifier remains attached to it. http://www.iifc-hq.org/proceedings/BBFS_2005/Interfacial Stresses in Flexurally-Strengthened Concrete Members/End Peeling of Mineral Based CFRP Strengthened Concrete Structures - A Parametric Study.pdf text ftciteseerx 2016-01-08T06:01:55Z The advantages of FRP-strengthening have been shown time and again during the last decade. All over the world several thousand structures retrofitted with FRPs exist. The most common way to bond the FRP composite to the structure is by the use of epoxy. Epoxy has many advantages; adhere well to concrete and to the FRP material, it has low shrinkage and has in comparison low moisture uptake when set. It is also easy to apply on surfaces of the adherents. However, it also contain some drawbacks; do not adhere well to wet surfaces, are sensitive to low temperature, in particular during curing and it cannot stand high temperatures after curing. It is normally not diffusion open and it might be harmful to men if not handled properly during the application phase. It would therefore be advantageously if the epoxy could be replaced with a more environmental friendly bonding material, which is diffusion open and has the possibility to be applied in wet areas and at low temperature and still function as a shear transfer medium. Here mineral based bonding agents might be a solution. A test program at Luleå University of Technology (LTU) shows that this might be possible and preformed tests have shown very promising results. To increase the understanding of the bonding properties a theoretical study to investigate the shear stress at the cut-off end of concrete beams strengthened for flexure has been carried out. The theoretical study will later be followed by laboratory tests – unfortunately no laboratory Text Luleå Luleå Luleå Unknown
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description The advantages of FRP-strengthening have been shown time and again during the last decade. All over the world several thousand structures retrofitted with FRPs exist. The most common way to bond the FRP composite to the structure is by the use of epoxy. Epoxy has many advantages; adhere well to concrete and to the FRP material, it has low shrinkage and has in comparison low moisture uptake when set. It is also easy to apply on surfaces of the adherents. However, it also contain some drawbacks; do not adhere well to wet surfaces, are sensitive to low temperature, in particular during curing and it cannot stand high temperatures after curing. It is normally not diffusion open and it might be harmful to men if not handled properly during the application phase. It would therefore be advantageously if the epoxy could be replaced with a more environmental friendly bonding material, which is diffusion open and has the possibility to be applied in wet areas and at low temperature and still function as a shear transfer medium. Here mineral based bonding agents might be a solution. A test program at Luleå University of Technology (LTU) shows that this might be possible and preformed tests have shown very promising results. To increase the understanding of the bonding properties a theoretical study to investigate the shear stress at the cut-off end of concrete beams strengthened for flexure has been carried out. The theoretical study will later be followed by laboratory tests – unfortunately no laboratory
author2 The Pennsylvania State University CiteSeerX Archives
format Text
author T. Johansson
B. Täljsten
spellingShingle T. Johansson
B. Täljsten
END PEELING OF MINERAL BASED CFRP STRENGTHENED CONCRETE STRUCTURES – A PARAMETRIC STUDY
author_facet T. Johansson
B. Täljsten
author_sort T. Johansson
title END PEELING OF MINERAL BASED CFRP STRENGTHENED CONCRETE STRUCTURES – A PARAMETRIC STUDY
title_short END PEELING OF MINERAL BASED CFRP STRENGTHENED CONCRETE STRUCTURES – A PARAMETRIC STUDY
title_full END PEELING OF MINERAL BASED CFRP STRENGTHENED CONCRETE STRUCTURES – A PARAMETRIC STUDY
title_fullStr END PEELING OF MINERAL BASED CFRP STRENGTHENED CONCRETE STRUCTURES – A PARAMETRIC STUDY
title_full_unstemmed END PEELING OF MINERAL BASED CFRP STRENGTHENED CONCRETE STRUCTURES – A PARAMETRIC STUDY
title_sort end peeling of mineral based cfrp strengthened concrete structures – a parametric study
url http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.453.4687
http://www.iifc-hq.org/proceedings/BBFS_2005/Interfacial Stresses in Flexurally-Strengthened Concrete Members/End Peeling of Mineral Based CFRP Strengthened Concrete Structures - A Parametric Study.pdf
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op_relation http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.453.4687
http://www.iifc-hq.org/proceedings/BBFS_2005/Interfacial Stresses in Flexurally-Strengthened Concrete Members/End Peeling of Mineral Based CFRP Strengthened Concrete Structures - A Parametric Study.pdf
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