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Numerical and Experimental Investigation on Concrete Splitting Failure of Anchor Channels
CivilEng, 2 (2021), 2; 502-522. https://doi.org/10.3390/civileng2020028
Bogdanić, Anton; Casucci, Daniele; Ožbolt, Joško

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Bogdanić, A., Casucci, D. i Ožbolt, J. (2021). Numerical and Experimental Investigation on Concrete Splitting Failure of Anchor Channels. CivilEng, 2. (2), 502-522. doi: 10.3390/civileng2020028

Bogdanić, Anton, et al. "Numerical and Experimental Investigation on Concrete Splitting Failure of Anchor Channels." CivilEng, vol. 2, br. 2, 2021, str. 502-522. https://doi.org/10.3390/civileng2020028

Bogdanić, Anton, Daniele Casucci i Joško Ožbolt. "Numerical and Experimental Investigation on Concrete Splitting Failure of Anchor Channels." CivilEng 2, br. 2 (2021): 502-522. https://doi.org/10.3390/civileng2020028

Bogdanić, A., Casucci, D. i Ožbolt, J. (2021) 'Numerical and Experimental Investigation on Concrete Splitting Failure of Anchor Channels', CivilEng, 2(2), str. 502-522. doi: 10.3390/civileng2020028

Bogdanić A, Casucci D, Ožbolt J. Numerical and Experimental Investigation on Concrete Splitting Failure of Anchor Channels. CivilEng [Internet]. 18.06.2021. [pristupljeno 06.04.2025.];2(2):502-522. doi: 10.3390/civileng2020028

A. Bogdanić, D. Casucci i J. Ožbolt, "Numerical and Experimental Investigation on Concrete Splitting Failure of Anchor Channels", CivilEng, vol. 2, br. 2, str. 502-522, Lipanj 2021. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:157:640028. [Citirano: 06.04.2025.]

Za citiranje koristite ovu mrežnu adresu: https://urn.nsk.hr/urn:nbn:hr:157:640028
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Podaci o radu
Naslov (engleski)Numerical and Experimental Investigation on Concrete Splitting Failure of Anchor Channels
AutorAnton Bogdanić
AutorDaniele Casucci
AutorJoško Ožbolt
MBZ: 89560
Autorova ustanovaSveučilište u Rijeci
Građevinski fakultet
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Sažetak (engleski)
Concrete splitting failure due to tension load can occur when fastening systems are located close to an edge or corner of a concrete member, especially in thin members. This failure mode has not been extensively investigated for anchor channels. Given the current trend in the construction industry towards more slender concrete members, this failure mode will become more and more relevant. In addition, significantly different design rules in the United States and Europe indicate the need for harmonization between codes. Therefore, an extensive numerical parametric study was carried out to evaluate the influence of member thickness, edge distance, and anchor spacing on the capacity of anchor channels in uncracked and unreinforced concrete members. One of the main findings was that the characteristic edge distance depends on the member thickness and can be larger than 3hef (hef = embedment depth) for thin members. Based on the numerical and experimental test results, modifications of the design recommendations for the splitting failure mode are proposed. Overall, the authors recommend performing the splitting verification separately from the concrete breakout to design anchor channels in thin members more accurately.
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Izvorni znanstveni rad
Status objaveObjavljen
Vrsta recenzijeRecenziran - međunarodna recenzija
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov časopisaCivilEng
Brojčani podacivol. 2, br. 2, str. 502-522
e-ISSN2673-4109
DOIhttps://doi.org/10.3390/civileng2020028
URN:NBNurn:nbn:hr:157:640028
Datum objave publikacije2021-06-18
URL dokumentahttps://www.mdpi.com/2673-4109/2/2/28
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Imenovanje 4.0 međunarodna (CC BY 4.0)
Datum i vrijeme pohrane2025-04-03 07:17:44