Shear breakout capacity of various fastening systems in concrete elements (CROSBI ID 247543)
Prilog u časopisu | izvorni znanstveni rad | međunarodna recenzija
Podaci o odgovornosti
Bede, Natalija ; Grosser, Philipp ; Ožbolt, Joško
engleski
Shear breakout capacity of various fastening systems in concrete elements
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.
fastening systems, failure due to concrete fracturing, shear load, experimental testing, design recommendations
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Podaci o izdanju
69 (12)
2017.
1093-1100
objavljeno
0350-2465
1333-9095
10.14256/jce.2168.2017
Povezanost rada
Građevinarstvo, Temeljne tehničke znanosti