Details
| Originalsprache | Englisch |
|---|---|
| Titel des Sammelwerks | Advances in Engineering Materials, Structures and Systems |
| Untertitel | Innovations, Mechanics and Applications - Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation, 2019 |
| Herausgeber/-innen | Alphose Zingoni |
| Seiten | 1462-1467 |
| Seitenumfang | 6 |
| Publikationsstatus | Veröffentlicht - 21 Aug. 2019 |
| Extern publiziert | Ja |
| Veranstaltung | 7th International Conference on Structural Engineering, Mechanics and Computation, 2019 - Cape Town, Südafrika Dauer: 2 Sept. 2019 → 4 Sept. 2019 |
Publikationsreihe
| Name | Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications - Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation, 2019 |
|---|
Abstract
The design of slender and lightweight constructions made of ultra-high performance fibre-reinforced concrete leads to an increased susceptibility to oscillations. In order to estimate and predict the fatigue behaviour of this composite, especially the bond behaviour of the components steel fibre and concrete matrix has to be investigated experimentally and numerically on the mesoscale. In this contribution, first findings concerning the evaluation and micro-structure related modelling of single-fibre pull-out tests are presented. The identification of the main bond mechanisms and their impact on the pull-out resistance is used to analyse the degradation behaviour of the bond zone according to relative displacements. A first outlook regarding cyclic degradation processes is given.
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Tief- und Ingenieurbau
- Ingenieurwesen (insg.)
- Numerische Mechanik
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Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications - Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation, 2019. Hrsg. / Alphose Zingoni. 2019. S. 1462-1467 (Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications - Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation, 2019).
Publikation: Beitrag in Buch/Bericht/Sammelwerk/Konferenzband › Aufsatz in Konferenzband › Forschung › Peer-Review
}
TY - GEN
T1 - Pull-out behaviour of smooth steel microfibres embedded in uhpc
AU - Höper, Svenja
AU - Kowalsky, Ursula
AU - Dinkler, Dieter
AU - Lanwer, Jan‐Paul
AU - Oettel, V.
AU - Empelmann, M.
N1 - Publisher Copyright: © 2019 Taylor & Francis Group, London, UK.
PY - 2019/8/21
Y1 - 2019/8/21
N2 - The design of slender and lightweight constructions made of ultra-high performance fibre-reinforced concrete leads to an increased susceptibility to oscillations. In order to estimate and predict the fatigue behaviour of this composite, especially the bond behaviour of the components steel fibre and concrete matrix has to be investigated experimentally and numerically on the mesoscale. In this contribution, first findings concerning the evaluation and micro-structure related modelling of single-fibre pull-out tests are presented. The identification of the main bond mechanisms and their impact on the pull-out resistance is used to analyse the degradation behaviour of the bond zone according to relative displacements. A first outlook regarding cyclic degradation processes is given.
AB - The design of slender and lightweight constructions made of ultra-high performance fibre-reinforced concrete leads to an increased susceptibility to oscillations. In order to estimate and predict the fatigue behaviour of this composite, especially the bond behaviour of the components steel fibre and concrete matrix has to be investigated experimentally and numerically on the mesoscale. In this contribution, first findings concerning the evaluation and micro-structure related modelling of single-fibre pull-out tests are presented. The identification of the main bond mechanisms and their impact on the pull-out resistance is used to analyse the degradation behaviour of the bond zone according to relative displacements. A first outlook regarding cyclic degradation processes is given.
UR - http://www.scopus.com/inward/record.url?scp=85079234406&partnerID=8YFLogxK
U2 - 10.1201/9780429426506-252
DO - 10.1201/9780429426506-252
M3 - Conference contribution
AN - SCOPUS:85079234406
SN - 9781138386969
T3 - Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications - Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation, 2019
SP - 1462
EP - 1467
BT - Advances in Engineering Materials, Structures and Systems
A2 - Zingoni, Alphose
T2 - 7th International Conference on Structural Engineering, Mechanics and Computation, 2019
Y2 - 2 September 2019 through 4 September 2019
ER -