Details
| Original language | English |
|---|---|
| Pages (from-to) | 872 - 885 |
| Number of pages | 14 |
| Journal | Structural Concrete |
| Volume | 20 |
| Issue number | 3 |
| Publication status | Published - 13 Jun 2019 |
Abstract
The technology of prestressing concrete structures has been a well-established field in structural engineering since the last century. Nowadays, new materials developed for reinforcing concrete structures, such as fibre-reinforced polymers (FRPs), open further possibilities for engineers. FRP tendons are more and more often investigated as an efficient and suitable material for prestressing, and there are already some field applications of this technology. This paper aims to describe the current state of knowledge in the field of prestressing with FRP tendons, with regard to available materials, developed anchorages and undertaken investigations. Researches conducted in areas such as bond strength, ductility, durability, long-term behavior, and high-temperature resistance are described and summarized. Our goal was to provide a summary of what has been achieved so far in the research field of prestressing concrete structures with FRP tendons; however, field applications and standardization issues are not part of this review.
Keywords
- CFRP, FRP tendons, anchorages, fibre-reinforced polymers, prestressing with FRP reinforcement
ASJC Scopus subject areas
- Engineering(all)
- Civil and Structural Engineering
- Engineering(all)
- Building and Construction
- Materials Science(all)
- General Materials Science
- Engineering(all)
- Mechanics of Materials
Cite this
- Standard
- Harvard
- Apa
- Vancouver
- BibTeX
- RIS
In: Structural Concrete, Vol. 20, No. 3, 13.06.2019, p. 872 - 885.
Research output: Contribution to journal › Article › Research › peer review
}
TY - JOUR
T1 - Prestressing concrete members with fibre-reinforced polymer reinforcement
T2 - State of research
AU - Zdanowicz, Katarzyna Maria
AU - Marx, Steffen
AU - Kotynia, Renata
PY - 2019/6/13
Y1 - 2019/6/13
N2 - The technology of prestressing concrete structures has been a well-established field in structural engineering since the last century. Nowadays, new materials developed for reinforcing concrete structures, such as fibre-reinforced polymers (FRPs), open further possibilities for engineers. FRP tendons are more and more often investigated as an efficient and suitable material for prestressing, and there are already some field applications of this technology. This paper aims to describe the current state of knowledge in the field of prestressing with FRP tendons, with regard to available materials, developed anchorages and undertaken investigations. Researches conducted in areas such as bond strength, ductility, durability, long-term behavior, and high-temperature resistance are described and summarized. Our goal was to provide a summary of what has been achieved so far in the research field of prestressing concrete structures with FRP tendons; however, field applications and standardization issues are not part of this review.
AB - The technology of prestressing concrete structures has been a well-established field in structural engineering since the last century. Nowadays, new materials developed for reinforcing concrete structures, such as fibre-reinforced polymers (FRPs), open further possibilities for engineers. FRP tendons are more and more often investigated as an efficient and suitable material for prestressing, and there are already some field applications of this technology. This paper aims to describe the current state of knowledge in the field of prestressing with FRP tendons, with regard to available materials, developed anchorages and undertaken investigations. Researches conducted in areas such as bond strength, ductility, durability, long-term behavior, and high-temperature resistance are described and summarized. Our goal was to provide a summary of what has been achieved so far in the research field of prestressing concrete structures with FRP tendons; however, field applications and standardization issues are not part of this review.
KW - CFRP
KW - FRP tendons
KW - anchorages
KW - fibre-reinforced polymers
KW - prestressing with FRP reinforcement
UR - http://www.scopus.com/inward/record.url?scp=85063615854&partnerID=8YFLogxK
U2 - 10.1002/suco.201800347
DO - 10.1002/suco.201800347
M3 - Article
VL - 20
SP - 872
EP - 885
JO - Structural Concrete
JF - Structural Concrete
SN - 1464-4177
IS - 3
ER -