Bond Fatigue of TRC with Epoxy Impregnated Carbon Textiles

For the economical construction of fatigue loaded structures with textile reinforced concrete (TRC), it is necessary to investigate the fatigue behavior of the materials. Since next to the tensile load-bearing behavior, the bond behavior of a material is crucial as well, the present paper deals with...

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Main Authors: Juliane Wagner, Manfred Curbach
Format: Article
Language:English
Published: MDPI AG 2019-05-01
Series:Applied Sciences
Subjects:
TRC
CRC
Online Access:https://www.mdpi.com/2076-3417/9/10/1980
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spelling doaj-32af517c95c0445d8431d4780abfda7b2020-11-25T01:38:20ZengMDPI AGApplied Sciences2076-34172019-05-01910198010.3390/app9101980app9101980Bond Fatigue of TRC with Epoxy Impregnated Carbon TextilesJuliane Wagner0Manfred Curbach1Institute of Concrete Structures, 01062 TU Dresden, GermanyInstitute of Concrete Structures, 01062 TU Dresden, GermanyFor the economical construction of fatigue loaded structures with textile reinforced concrete (TRC), it is necessary to investigate the fatigue behavior of the materials. Since next to the tensile load-bearing behavior, the bond behavior of a material is crucial as well, the present paper deals with the bond fatigue of TRC with epoxy-impregnated carbon textiles. First, static tests are carried out to determine the sufficient anchorage length of the investigated material combination. Afterwards, the influence of cyclic loading on the necessary anchorage length, deformation, stiffness, and residual strength is investigated. The results of the cyclic tests are summarized in stress-number of cycles to failure (S-N) diagrams. In the end, it can be said that the cyclic loading has no negative impact on the necessary anchorage length. If specimens withstand the cyclic loading, there is no difference between their residual strength and the reference strength. The failure of specimens occurs only at high load levels, provided that the anchorage length is sufficient.https://www.mdpi.com/2076-3417/9/10/1980textile reinforced concretecarbon reinforced concreteTRCCRCbondfatiguecarbon textileepoxy impregnationtest setup
collection DOAJ
language English
format Article
sources DOAJ
author Juliane Wagner
Manfred Curbach
spellingShingle Juliane Wagner
Manfred Curbach
Bond Fatigue of TRC with Epoxy Impregnated Carbon Textiles
Applied Sciences
textile reinforced concrete
carbon reinforced concrete
TRC
CRC
bond
fatigue
carbon textile
epoxy impregnation
test setup
author_facet Juliane Wagner
Manfred Curbach
author_sort Juliane Wagner
title Bond Fatigue of TRC with Epoxy Impregnated Carbon Textiles
title_short Bond Fatigue of TRC with Epoxy Impregnated Carbon Textiles
title_full Bond Fatigue of TRC with Epoxy Impregnated Carbon Textiles
title_fullStr Bond Fatigue of TRC with Epoxy Impregnated Carbon Textiles
title_full_unstemmed Bond Fatigue of TRC with Epoxy Impregnated Carbon Textiles
title_sort bond fatigue of trc with epoxy impregnated carbon textiles
publisher MDPI AG
series Applied Sciences
issn 2076-3417
publishDate 2019-05-01
description For the economical construction of fatigue loaded structures with textile reinforced concrete (TRC), it is necessary to investigate the fatigue behavior of the materials. Since next to the tensile load-bearing behavior, the bond behavior of a material is crucial as well, the present paper deals with the bond fatigue of TRC with epoxy-impregnated carbon textiles. First, static tests are carried out to determine the sufficient anchorage length of the investigated material combination. Afterwards, the influence of cyclic loading on the necessary anchorage length, deformation, stiffness, and residual strength is investigated. The results of the cyclic tests are summarized in stress-number of cycles to failure (S-N) diagrams. In the end, it can be said that the cyclic loading has no negative impact on the necessary anchorage length. If specimens withstand the cyclic loading, there is no difference between their residual strength and the reference strength. The failure of specimens occurs only at high load levels, provided that the anchorage length is sufficient.
topic textile reinforced concrete
carbon reinforced concrete
TRC
CRC
bond
fatigue
carbon textile
epoxy impregnation
test setup
url https://www.mdpi.com/2076-3417/9/10/1980
work_keys_str_mv AT julianewagner bondfatigueoftrcwithepoxyimpregnatedcarbontextiles
AT manfredcurbach bondfatigueoftrcwithepoxyimpregnatedcarbontextiles
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