Details
| Originalsprache | Englisch |
|---|---|
| Aufsatznummer | 106409 |
| Fachzeitschrift | International journal of fatigue |
| Jahrgang | 153 |
| Frühes Online-Datum | 7 Juli 2021 |
| Publikationsstatus | Veröffentlicht - Dez. 2021 |
Abstract
The expected deformations during service life of concrete structures are described using creep models, developed for constant loading. Thereby, the effect of cyclic loading superimposed to constant loading, ubiquitously observed in practice, is excluded. Thus, the strain development due to static creep and cyclic loading of a normal strength concrete are comparatively investigated considering the influence of the minimum stress level and the load frequency. The results show that cyclic deformations are significantly higher than creep strains despite similar mean stress levels and are considerably affected by the influences. Therefore, for modelling cyclic deformation developments these influences must be considered.
ASJC Scopus Sachgebiete
- Mathematik (insg.)
- Modellierung und Simulation
- Werkstoffwissenschaften (insg.)
- Ingenieurwesen (insg.)
- Werkstoffmechanik
- Ingenieurwesen (insg.)
- Maschinenbau
- Ingenieurwesen (insg.)
- Wirtschaftsingenieurwesen und Fertigungstechnik
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in: International journal of fatigue, Jahrgang 153, 106409, 12.2021.
Publikation: Beitrag in Fachzeitschrift › Artikel › Forschung › Peer-Review
}
TY - JOUR
T1 - Comparative analysis of concrete behaviour under compressive creep and cyclic loading
AU - Kern, Bianca
AU - Oneschkow, Nadja
AU - Podhajecky, Anna Lena
AU - Lohaus, Ludger
AU - Anders, Steffen
AU - Haist, Michael
N1 - Funding Information: This research project was funded by the Deutsche Forschungsgemeinschaft (DFG, German Research Foundation) within the collaborative project “Linear and nonlinear cyclic creep at defined moisture conditions” (399508601). The authors would like to express their gratitude for the financial support.
PY - 2021/12
Y1 - 2021/12
N2 - The expected deformations during service life of concrete structures are described using creep models, developed for constant loading. Thereby, the effect of cyclic loading superimposed to constant loading, ubiquitously observed in practice, is excluded. Thus, the strain development due to static creep and cyclic loading of a normal strength concrete are comparatively investigated considering the influence of the minimum stress level and the load frequency. The results show that cyclic deformations are significantly higher than creep strains despite similar mean stress levels and are considerably affected by the influences. Therefore, for modelling cyclic deformation developments these influences must be considered.
AB - The expected deformations during service life of concrete structures are described using creep models, developed for constant loading. Thereby, the effect of cyclic loading superimposed to constant loading, ubiquitously observed in practice, is excluded. Thus, the strain development due to static creep and cyclic loading of a normal strength concrete are comparatively investigated considering the influence of the minimum stress level and the load frequency. The results show that cyclic deformations are significantly higher than creep strains despite similar mean stress levels and are considerably affected by the influences. Therefore, for modelling cyclic deformation developments these influences must be considered.
KW - Compression
KW - Load frequency
KW - Minimum stress
KW - Stiffness development
KW - Strain development
UR - http://www.scopus.com/inward/record.url?scp=85112262156&partnerID=8YFLogxK
U2 - 10.1016/j.ijfatigue.2021.106409
DO - 10.1016/j.ijfatigue.2021.106409
M3 - Article
AN - SCOPUS:85112262156
VL - 153
JO - International journal of fatigue
JF - International journal of fatigue
SN - 0142-1123
M1 - 106409
ER -