Details
| Titel in Übersetzung | Flexural and bond behaviour of chemically prestressed concrete elements with textile reinforcement |
|---|---|
| Originalsprache | Deutsch |
| Seiten (von - bis) | 972-979 |
| Seitenumfang | 8 |
| Fachzeitschrift | Beton- und Stahlbetonbau |
| Jahrgang | 115 |
| Ausgabenummer | 12 |
| Publikationsstatus | Veröffentlicht - 4 Dez. 2020 |
Abstract
Flexural and bond behaviour of chemically prestressed concrete elements with textile reinforcement. Chemical prestressing is a method of introducing stresses into concrete with the use of expansive admixtures instead of mechanical devices. The paper presents an approach to chemical prestressing of thin textile reinforced concrete elements. Measurements of free and restraint expansion are described, as well as experimental investigations regarding flexural and bond behaviour of thin specimens with carbon textile grids. Results of four-point bending tests on slab members and of bond tests are presented. It was confirmed that the use of expansive concrete influences the behaviour of textile reinforced concrete specimens. The cracking load can be increased with increasing amount of expansive admixture, as well as the deflection at first cracking. Similarly, higher maximal bond stresses are achieved for specimens made of expansive concrete that of control mixture. The results are evaluated and an overview is provided.
Schlagwörter
- chemical prestressing, expansive admixture, expansive cement, self-stressing elements, textile reinforced concrete
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Bauwesen
Zitieren
- Standard
- Harvard
- Apa
- Vancouver
- BibTex
- RIS
in: Beton- und Stahlbetonbau, Jahrgang 115, Nr. 12, 04.12.2020, S. 972-979.
Publikation: Beitrag in Fachzeitschrift › Artikel › Forschung › Peer-Review
}
TY - JOUR
T1 - Biege- und Verbundverhalten von chemisch vorgespannten textilbewehrten Betonelementen
AU - Zdanowicz, Katarzyna
AU - Schmidt, Boso
AU - Hansen, Michael
AU - Marx, Steffen
N1 - Funding information: Die Autoren bedanken sich für die Förderung durch die Forschungsinitiative Zukunft Bau des Bundesinstitutes für Bau-, Stadt- und Raumforschung (Aktenzeichen: SWD-10.08.18.7-16.37) sowie bei der Firma Max Bögl Bauservice GmbH & Co. KG für die Beteiligung an dem Projekt.
PY - 2020/12/4
Y1 - 2020/12/4
N2 - Flexural and bond behaviour of chemically prestressed concrete elements with textile reinforcement. Chemical prestressing is a method of introducing stresses into concrete with the use of expansive admixtures instead of mechanical devices. The paper presents an approach to chemical prestressing of thin textile reinforced concrete elements. Measurements of free and restraint expansion are described, as well as experimental investigations regarding flexural and bond behaviour of thin specimens with carbon textile grids. Results of four-point bending tests on slab members and of bond tests are presented. It was confirmed that the use of expansive concrete influences the behaviour of textile reinforced concrete specimens. The cracking load can be increased with increasing amount of expansive admixture, as well as the deflection at first cracking. Similarly, higher maximal bond stresses are achieved for specimens made of expansive concrete that of control mixture. The results are evaluated and an overview is provided.
AB - Flexural and bond behaviour of chemically prestressed concrete elements with textile reinforcement. Chemical prestressing is a method of introducing stresses into concrete with the use of expansive admixtures instead of mechanical devices. The paper presents an approach to chemical prestressing of thin textile reinforced concrete elements. Measurements of free and restraint expansion are described, as well as experimental investigations regarding flexural and bond behaviour of thin specimens with carbon textile grids. Results of four-point bending tests on slab members and of bond tests are presented. It was confirmed that the use of expansive concrete influences the behaviour of textile reinforced concrete specimens. The cracking load can be increased with increasing amount of expansive admixture, as well as the deflection at first cracking. Similarly, higher maximal bond stresses are achieved for specimens made of expansive concrete that of control mixture. The results are evaluated and an overview is provided.
KW - chemical prestressing
KW - expansive admixture
KW - expansive cement
KW - self-stressing elements
KW - textile reinforced concrete
UR - http://www.scopus.com/inward/record.url?scp=85090311088&partnerID=8YFLogxK
U2 - 10.1002/best.202000039
DO - 10.1002/best.202000039
M3 - Artikel
AN - SCOPUS:85090311088
VL - 115
SP - 972
EP - 979
JO - Beton- und Stahlbetonbau
JF - Beton- und Stahlbetonbau
SN - 0005-9900
IS - 12
ER -