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Published: Građevinar 69 (2017) 12
Paper type: Preliminary report
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Shear breakout capacity of various fastening systems in concrete elements

Natalija Bede, Philipp Grosser, Joško Ožbolt

Abstract

The results of a test program carried out to investigate the difference in the concrete breakout capacity of various fastening systems installed parallel to the edge of a concrete member, and loaded in shear towards the edge of the concrete member, are presented and analysed. According to the current design recommendations, the calculated concrete breakout capacity of anchor channels yields to a lower failure capacity compared to headed anchors. Welded anchors (headed anchors welded to a steel plate) and bonded anchors are also tested. Based on the test results, various fastening systems in concrete elements are compared.

Keywords
fastening systems, failure due to concrete fracturing, shear load, experimental testing, design recommendations

HOW TO CITE THIS ARTICLE:

Bede, N., Grosser, P., Ožbolt, J.: Shear breakout capacity of various fastening systems in concrete elements, GRAĐEVINAR, 69 (2017) 12, pp. 1093-1100, doi: https://doi.org/10.14256/JCE.2168.2017

OR:

Bede, N., Grosser, P., Ožbolt, J. (2017). Shear breakout capacity of various fastening systems in concrete elements, GRAĐEVINAR, 69 (12), 1093-1100, doi: https://doi.org/10.14256/JCE.2168.2017

LICENCE:

Creative Commons License
This paper is licensed under a Creative Commons Attribution 4.0 International License.
Authors:
Natalija Bede WEB
Natalija Bede
University of Rijeka
Faculty of Civil Engineering
Philipp Grosser WEB
Philipp Grosser
Hilti Corporation
ozbolt WEB
Joško Ožbolt
Institute of Construction Materials,
University of Stuttgart