Details
Originalsprache | Englisch |
---|---|
Titel des Sammelwerks | Proceedings of IABSE Symposium 2019 |
Untertitel | Towards a Resilient Built Environment Risk and Asset Management |
Erscheinungsort | Guimarães |
Seiten | 297-303 |
Seitenumfang | 7 |
ISBN (elektronisch) | 9783857481635 |
Publikationsstatus | Veröffentlicht - 2019 |
Abstract
The bond behaviour of concrete specimens with carbon textile reinforcement was investigated in the presented research programme. Pull-out specimens were cast from self-compacting concrete with expansive admixtures and in this way chemical prestress was introduced. The aim of the research was to compare bond behaviour between prestressed specimens and non-prestressed control specimens. During pull-out tests, the pull-out force and notch opening were measured with a load cell and laser sensors. Further, bond - slip and pull-out force - crack width relationships were drawn and compared for prestressed and non-prestressed specimens. Chemically prestressed specimens reached 24% higher bond strength than non-prestressed ones. It can be therefore concluded, that chemical prestressing positively influences the bond behaviour of concrete with textile reinforcement and thus better utilisation of its properties can be provided.
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Tief- und Ingenieurbau
- Ingenieurwesen (insg.)
- Bauwesen
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Proceedings of IABSE Symposium 2019: Towards a Resilient Built Environment Risk and Asset Management. Guimarães, 2019. S. 297-303.
Publikation: Beitrag in Buch/Bericht/Sammelwerk/Konferenzband › Aufsatz in Konferenzband › Forschung
}
TY - GEN
T1 - Bond behaviour of chemically prestressed textile reinforced concrete
AU - Zdanowicz, Katarzyna Maria
AU - Schmidt, Boso
AU - Naraniecki, Hubert Edward
AU - Marx, Steffen
PY - 2019
Y1 - 2019
N2 - The bond behaviour of concrete specimens with carbon textile reinforcement was investigated in the presented research programme. Pull-out specimens were cast from self-compacting concrete with expansive admixtures and in this way chemical prestress was introduced. The aim of the research was to compare bond behaviour between prestressed specimens and non-prestressed control specimens. During pull-out tests, the pull-out force and notch opening were measured with a load cell and laser sensors. Further, bond - slip and pull-out force - crack width relationships were drawn and compared for prestressed and non-prestressed specimens. Chemically prestressed specimens reached 24% higher bond strength than non-prestressed ones. It can be therefore concluded, that chemical prestressing positively influences the bond behaviour of concrete with textile reinforcement and thus better utilisation of its properties can be provided.
AB - The bond behaviour of concrete specimens with carbon textile reinforcement was investigated in the presented research programme. Pull-out specimens were cast from self-compacting concrete with expansive admixtures and in this way chemical prestress was introduced. The aim of the research was to compare bond behaviour between prestressed specimens and non-prestressed control specimens. During pull-out tests, the pull-out force and notch opening were measured with a load cell and laser sensors. Further, bond - slip and pull-out force - crack width relationships were drawn and compared for prestressed and non-prestressed specimens. Chemically prestressed specimens reached 24% higher bond strength than non-prestressed ones. It can be therefore concluded, that chemical prestressing positively influences the bond behaviour of concrete with textile reinforcement and thus better utilisation of its properties can be provided.
KW - Bond behaviour
KW - Carbon textile reinforcement
KW - Chemical prestressing
KW - Non-metallic reinforcement
KW - Pull-out test
UR - http://www.scopus.com/inward/record.url?scp=85065247105&partnerID=8YFLogxK
U2 - 10.2749/guimaraes.2019.0297
DO - 10.2749/guimaraes.2019.0297
M3 - Conference contribution
SP - 297
EP - 303
BT - Proceedings of IABSE Symposium 2019
CY - Guimarães
ER -