Details
Originalsprache | Englisch |
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Titel des Sammelwerks | Proceedings of the 9th fib International PhD Symposium in Civil Engineering |
Herausgeber/-innen | Michael Haist, Fernando Acosta, Harald S. Muller |
Seiten | 235-240 |
Seitenumfang | 6 |
ISBN (elektronisch) | 9783866448582 |
Publikationsstatus | Veröffentlicht - 2012 |
Veranstaltung | 9th fib International PhD Symposium in Civil Engineering - Karlsruhe, Deutschland Dauer: 22 Juli 2012 → 25 Juli 2012 |
Publikationsreihe
Name | Proceedings of the 9th fib International PhD Symposium in Civil Engineering |
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Abstract
Load cycles which occur throughout the service life of building structures are characterised by different loading frequencies and magnitudes of loads. The influence of loading frequency on the fatigue behaviour of high-strength concrete has not yet been sufficiently investigated. In addition, most research was concemed with the effect on the numbers of cycles to failure without including detailed analyses of strain development. The fatigue behaviour of a high-strength concrete under compressive loading is investigated with respect to loading frequency within the scope of a research project. The test results are analysed considering the numbers of cycles to failure and particularly with regard to the strain development of concrete and thus damage development. In this paper, selected test results and the corresponding analyses are presented.
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Architektur
- Ingenieurwesen (insg.)
- Bauwesen
- Ingenieurwesen (insg.)
- Tief- und Ingenieurbau
Zitieren
- Standard
- Harvard
- Apa
- Vancouver
- BibTex
- RIS
Proceedings of the 9th fib International PhD Symposium in Civil Engineering. Hrsg. / Michael Haist; Fernando Acosta; Harald S. Muller. 2012. S. 235-240 (Proceedings of the 9th fib International PhD Symposium in Civil Engineering).
Publikation: Beitrag in Buch/Bericht/Sammelwerk/Konferenzband › Aufsatz in Konferenzband › Forschung › Peer-Review
}
TY - GEN
T1 - Influence of loading frequency on the fatigue behaviour of high-strength concrete
AU - Oneschkow, Nadja
AU - Lohaus, Ludger
PY - 2012
Y1 - 2012
N2 - Load cycles which occur throughout the service life of building structures are characterised by different loading frequencies and magnitudes of loads. The influence of loading frequency on the fatigue behaviour of high-strength concrete has not yet been sufficiently investigated. In addition, most research was concemed with the effect on the numbers of cycles to failure without including detailed analyses of strain development. The fatigue behaviour of a high-strength concrete under compressive loading is investigated with respect to loading frequency within the scope of a research project. The test results are analysed considering the numbers of cycles to failure and particularly with regard to the strain development of concrete and thus damage development. In this paper, selected test results and the corresponding analyses are presented.
AB - Load cycles which occur throughout the service life of building structures are characterised by different loading frequencies and magnitudes of loads. The influence of loading frequency on the fatigue behaviour of high-strength concrete has not yet been sufficiently investigated. In addition, most research was concemed with the effect on the numbers of cycles to failure without including detailed analyses of strain development. The fatigue behaviour of a high-strength concrete under compressive loading is investigated with respect to loading frequency within the scope of a research project. The test results are analysed considering the numbers of cycles to failure and particularly with regard to the strain development of concrete and thus damage development. In this paper, selected test results and the corresponding analyses are presented.
UR - http://www.scopus.com/inward/record.url?scp=85007318794&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:85007318794
T3 - Proceedings of the 9th fib International PhD Symposium in Civil Engineering
SP - 235
EP - 240
BT - Proceedings of the 9th fib International PhD Symposium in Civil Engineering
A2 - Haist, Michael
A2 - Acosta, Fernando
A2 - Muller, Harald S.
T2 - 9th fib International PhD Symposium in Civil Engineering
Y2 - 22 July 2012 through 25 July 2012
ER -