Details
| Translated title of the contribution | Pullout behaviour of micro steel fibres of uhpc under monotonic and cyclic loading |
|---|---|
| Original language | German |
| Number of pages | 10 |
| Journal | Bauingenieur |
| Volume | 96 |
| Issue number | 1-2 |
| Publication status | Published - 2021 |
| Externally published | Yes |
Abstract
In order to understand the load-bearing and de-formation behaviour of ultra-high performance fibre reinforced concrete (UHPFRC) under cyclic tensile loading, the fatigue behaviour of the individual components („bare“ steel fibre, plain UHPC, embedded steel fibres) must be known. Cyclic tensile tests on the „bare“ steel fibre and on the plain UHPC with va-rying load amplitudes had been conducted to generate S-N-curves. The pullout tests give information about the bond behaviour of embedded micro steel fibres in UHPC under both monotonic and cyclic loading.
ASJC Scopus subject areas
- Engineering(all)
- Civil and Structural Engineering
- Engineering(all)
- Building and Construction
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In: Bauingenieur, Vol. 96, No. 1-2, 2021.
Research output: Contribution to journal › Article › Research › peer review
}
TY - JOUR
T1 - Auszugverhalten von mikrostahlfasern aus uhpc unter monoton steigender und zyklischer belastung
AU - Oettel, V.
AU - Lanwer, Jan‐Paul
AU - Empelmann, Martin
PY - 2021
Y1 - 2021
N2 - In order to understand the load-bearing and de-formation behaviour of ultra-high performance fibre reinforced concrete (UHPFRC) under cyclic tensile loading, the fatigue behaviour of the individual components („bare“ steel fibre, plain UHPC, embedded steel fibres) must be known. Cyclic tensile tests on the „bare“ steel fibre and on the plain UHPC with va-rying load amplitudes had been conducted to generate S-N-curves. The pullout tests give information about the bond behaviour of embedded micro steel fibres in UHPC under both monotonic and cyclic loading.
AB - In order to understand the load-bearing and de-formation behaviour of ultra-high performance fibre reinforced concrete (UHPFRC) under cyclic tensile loading, the fatigue behaviour of the individual components („bare“ steel fibre, plain UHPC, embedded steel fibres) must be known. Cyclic tensile tests on the „bare“ steel fibre and on the plain UHPC with va-rying load amplitudes had been conducted to generate S-N-curves. The pullout tests give information about the bond behaviour of embedded micro steel fibres in UHPC under both monotonic and cyclic loading.
UR - http://www.scopus.com/inward/record.url?scp=85107737038&partnerID=8YFLogxK
U2 - 10.37544/0005-6650-2021-01-02-27
DO - 10.37544/0005-6650-2021-01-02-27
M3 - Artikel
VL - 96
JO - Bauingenieur
JF - Bauingenieur
SN - 0005-6650
IS - 1-2
ER -