Details
| Originalsprache | Englisch |
|---|---|
| Titel des Sammelwerks | Proceedings of the International FIB Symposium 2008 - Tailor Made Concrete Structures |
| Untertitel | New Solutions for our Society |
| Herausgeber/-innen | Joost C. Walraven, Dick Stoelhorst |
| Seiten | 100 |
| Seitenumfang | 1 |
| ISBN (elektronisch) | 9780415475358 |
| Publikationsstatus | Veröffentlicht - 2008 |
| Veranstaltung | 2008 International FIB Symposium on Tailor Made Concrete Structures: New Solutions for our Society - Amsterdam, Niederlande Dauer: 19 Mai 2008 → 21 Mai 2008 |
Publikationsreihe
| Name | Proceedings of the International FIB Symposium 2008 - Tailor Made Concrete Structures: New Solutions for our Society |
|---|
Abstract
Grouted Connections are known in the offshore industry for a long time. In the last about ten years their technology has been projected for the foundations of Offshore Wind Energy Converters with the difference that High-Performance Concrete is applied. One of the striking advantages of Grouted Connections is the equal load-bearing capacity in tension and compression. It is shown that an increasing compressive strength of the grout, increasing shear key height and fiber reinforcement increase the load-bearing capacity of Grouted Connections. At the same time the danger of shear failure of the shear keys and yielding in the steel members raises. Equations for an appropriate design of the steel members are given, depending on the compressive strength of the grout. Thus, High-Performance Concrete for Grouted Connections can be specifically optimized for the demands of the joint. Finally, further applications e.g. for joining steel members or tower-like structures basing on Grouted Connections are presented, which suggest Grouted Connections as a joining technology for the future.
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Architektur
- Ingenieurwesen (insg.)
- Bauwesen
- Ingenieurwesen (insg.)
- Tief- und Ingenieurbau
Zitieren
- Standard
- Harvard
- Apa
- Vancouver
- BibTex
- RIS
Proceedings of the International FIB Symposium 2008 - Tailor Made Concrete Structures: New Solutions for our Society. Hrsg. / Joost C. Walraven; Dick Stoelhorst. 2008. S. 100 (Proceedings of the International FIB Symposium 2008 - Tailor Made Concrete Structures: New Solutions for our Society).
Publikation: Beitrag in Buch/Bericht/Sammelwerk/Konferenzband › Aufsatz in Konferenzband › Forschung › Peer-Review
}
TY - GEN
T1 - Optimized high-performance concrete in grouted connections
AU - Anders, Steffen
AU - Lohaus, L.
PY - 2008
Y1 - 2008
N2 - Grouted Connections are known in the offshore industry for a long time. In the last about ten years their technology has been projected for the foundations of Offshore Wind Energy Converters with the difference that High-Performance Concrete is applied. One of the striking advantages of Grouted Connections is the equal load-bearing capacity in tension and compression. It is shown that an increasing compressive strength of the grout, increasing shear key height and fiber reinforcement increase the load-bearing capacity of Grouted Connections. At the same time the danger of shear failure of the shear keys and yielding in the steel members raises. Equations for an appropriate design of the steel members are given, depending on the compressive strength of the grout. Thus, High-Performance Concrete for Grouted Connections can be specifically optimized for the demands of the joint. Finally, further applications e.g. for joining steel members or tower-like structures basing on Grouted Connections are presented, which suggest Grouted Connections as a joining technology for the future.
AB - Grouted Connections are known in the offshore industry for a long time. In the last about ten years their technology has been projected for the foundations of Offshore Wind Energy Converters with the difference that High-Performance Concrete is applied. One of the striking advantages of Grouted Connections is the equal load-bearing capacity in tension and compression. It is shown that an increasing compressive strength of the grout, increasing shear key height and fiber reinforcement increase the load-bearing capacity of Grouted Connections. At the same time the danger of shear failure of the shear keys and yielding in the steel members raises. Equations for an appropriate design of the steel members are given, depending on the compressive strength of the grout. Thus, High-Performance Concrete for Grouted Connections can be specifically optimized for the demands of the joint. Finally, further applications e.g. for joining steel members or tower-like structures basing on Grouted Connections are presented, which suggest Grouted Connections as a joining technology for the future.
UR - http://www.scopus.com/inward/record.url?scp=85008467366&partnerID=8YFLogxK
U2 - 10.1201/9781439828410.ch63
DO - 10.1201/9781439828410.ch63
M3 - Conference contribution
AN - SCOPUS:85008467366
T3 - Proceedings of the International FIB Symposium 2008 - Tailor Made Concrete Structures: New Solutions for our Society
SP - 100
BT - Proceedings of the International FIB Symposium 2008 - Tailor Made Concrete Structures
A2 - Walraven, Joost C.
A2 - Stoelhorst, Dick
T2 - 2008 International FIB Symposium on Tailor Made Concrete Structures: New Solutions for our Society
Y2 - 19 May 2008 through 21 May 2008
ER -