Experimental investigation of bond between SAS 670/800 and EPSTAL steel bars and high-strength concrete in pull-out test - report and analysis of results
Authors:
- Magda Kijania-Kontak,
- Andrzej Winnicki
Abstract
The main aim of the paper is to present a detailed analysis of the bond between high-strength steel bars SAS 670/800 and high-strength concrete. The steel bars are characterized by an increased (relative to normal steel) yield point, which is 670 MPa. The present standard for reinforced concrete structures Eurocode EC2 [2] specifies design guidelines only for steel bars with the yield stress of not more than 600 MPa. The paper presents the results of experimental tests of the bond of SAS 670/800 and EPSTAL steel bars with the diameters of 22 mm and 25 mm for concrete C60/75. The tests were carried out using the pull-out method recommended by RILEM.
- Record ID
- CUTba85a1295cdf4a7091ac64b66292e74c
- Publication categories
- ; ;
- Author
- Pages
- 279-291
- Other elements of collation
- fot.; rys.; tab.; wykr.; Bibliografia (na s.) - 290-291; Bibliografia (liczba pozycji) - 13; Oznaczenie streszczenia - Abstr.
- Book
- Hofmann Jan, Jan Hofmann Plizzari Giovanni Giovanni Plizzari (eds.): Bond in Concrete : Bond, Anchorage, Detailing : 5th International Conference, Stuttgart, Germany, 25th - 27th July 2022 : proceedings, 2022, Stuttgart, Institute of Construction Materials. University of Stuttgart, Materials Testing Institute. University of Stuttgart
- Keywords in English
- bond, SAS 670/800, high-strength concrete, pull-out
- URL
- https://elib.uni-stuttgart.de/handle/11682/12288 Opening in a new tab
- Language
- eng (en) English
- License
- Score (nominal)
- 5
- Score source
- publisherList
- Score
- Uniform Resource Identifier
- https://cris.pk.edu.pl/info/article/CUTba85a1295cdf4a7091ac64b66292e74c/
- URN
urn:pkr-prod:CUTba85a1295cdf4a7091ac64b66292e74c
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