Details
Originalsprache | Englisch |
---|---|
Aufsatznummer | 119700 |
Fachzeitschrift | Construction and Building Materials |
Jahrgang | 262 |
Frühes Online-Datum | 27 Juli 2020 |
Publikationsstatus | Veröffentlicht - 30 Nov. 2020 |
Abstract
Fatigue verification becomes decisive for the design of slender structures of high-strength concretes. But there is a lack of knowledge regarding the fatigue behaviour, especially for wet environment. Only limited investigations are documented in literature. In addition, these investigations differ considerably regarding storage conditions and, therefore, are hard to compare. The fatigue behaviour of a high-strength concrete has been investigated at the Institute for Building Materials Science, Leibniz University Hannover, over the last years regarding different influences. In this paper, results of two research projects are comparatively analysed, focusing on the effect of surrounding water on the numbers of cycles to failure of a high-strength concrete. Thereby, additional influences of loading frequency and size effect are considered. The results clearly demonstrate that the fatigue resistance expressed by the numbers of cycles to failure is reduced by wet environment, meaning storing and testing submerged under water. In addition, indications were found that the moisture content of the high-strength concrete also affects the fatigue behaviour.
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Tief- und Ingenieurbau
- Ingenieurwesen (insg.)
- Bauwesen
- Werkstoffwissenschaften (insg.)
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in: Construction and Building Materials, Jahrgang 262, 119700, 30.11.2020.
Publikation: Beitrag in Fachzeitschrift › Artikel › Forschung › Peer-Review
}
TY - JOUR
T1 - Compressive fatigue behaviour of high-strength concrete in a dry and wet environment
AU - Oneschkow, Nadja
AU - Hümme, Julian
AU - Lohaus, Ludger
N1 - Funding information: This research was supported by the Federal Ministry for the Environment, Nature Conservation and Nuclear Safety BMU and the Federal Ministry for Economic Affairs and Energy BMWi , Germany. This support is grateful acknowledged. This research was supported by the Federal Ministry for the Environment, Nature Conservation and Nuclear Safety BMU and the Federal Ministry for Economic Affairs and Energy BMWi, Germany. This support is grateful acknowledged.
PY - 2020/11/30
Y1 - 2020/11/30
N2 - Fatigue verification becomes decisive for the design of slender structures of high-strength concretes. But there is a lack of knowledge regarding the fatigue behaviour, especially for wet environment. Only limited investigations are documented in literature. In addition, these investigations differ considerably regarding storage conditions and, therefore, are hard to compare. The fatigue behaviour of a high-strength concrete has been investigated at the Institute for Building Materials Science, Leibniz University Hannover, over the last years regarding different influences. In this paper, results of two research projects are comparatively analysed, focusing on the effect of surrounding water on the numbers of cycles to failure of a high-strength concrete. Thereby, additional influences of loading frequency and size effect are considered. The results clearly demonstrate that the fatigue resistance expressed by the numbers of cycles to failure is reduced by wet environment, meaning storing and testing submerged under water. In addition, indications were found that the moisture content of the high-strength concrete also affects the fatigue behaviour.
AB - Fatigue verification becomes decisive for the design of slender structures of high-strength concretes. But there is a lack of knowledge regarding the fatigue behaviour, especially for wet environment. Only limited investigations are documented in literature. In addition, these investigations differ considerably regarding storage conditions and, therefore, are hard to compare. The fatigue behaviour of a high-strength concrete has been investigated at the Institute for Building Materials Science, Leibniz University Hannover, over the last years regarding different influences. In this paper, results of two research projects are comparatively analysed, focusing on the effect of surrounding water on the numbers of cycles to failure of a high-strength concrete. Thereby, additional influences of loading frequency and size effect are considered. The results clearly demonstrate that the fatigue resistance expressed by the numbers of cycles to failure is reduced by wet environment, meaning storing and testing submerged under water. In addition, indications were found that the moisture content of the high-strength concrete also affects the fatigue behaviour.
KW - Compressive fatigue behaviour
KW - Cyclic loading
KW - High-strength concrete
KW - Numbers of cycles to failure
KW - Submerged under water
KW - Wet environment
UR - http://www.scopus.com/inward/record.url?scp=85088650623&partnerID=8YFLogxK
U2 - 10.1016/j.conbuildmat.2020.119700
DO - 10.1016/j.conbuildmat.2020.119700
M3 - Article
AN - SCOPUS:85088650623
VL - 262
JO - Construction and Building Materials
JF - Construction and Building Materials
SN - 0950-0618
M1 - 119700
ER -