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Naslov:Full-scale test and load-bearing capacity evaluation of synthetic-polymer-fiber-reinforced concrete tetrapods under quasi-static loading
Avtorji:ID Unuk, Žiga (Avtor)
ID Kuhta, Milan (Avtor)
Datoteke:.pdf buildings-12-02143-v2.pdf (5,75 MB)
MD5: BAA3AC06BFACD0A59E5B1539419958CD
 
URL https://www.mdpi.com/2075-5309/12/12/2143
 
Jezik:Angleški jezik
Vrsta gradiva:Članek v reviji
Tipologija:1.01 - Izvirni znanstveni članek
Organizacija:FGPA - Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo
Opis:This paper studies the load-bearing capacity of various concrete tetrapods under quasistatic loading. The tetrapods were made of plain concrete and synthetic-polymer-fiber-reinforced concrete. Load tests of the tetrapods were performed. The maximum load-bearing capacity and the residual-load-bearing capacity of the tetrapods (the load-bearing capacity after the first crack or at different crack widths) were evaluated. The strength and residual-strength values were backcalculated from the load-bearing capacities, and compared with available data from the literature. The specimens with and without fibers achieved similar maximum load-bearing capacities, with cracks occurring at identical locations. However, the differences in residual-load-bearing capacity were more significant. The synthetic-polymer-fiber-reinforced concrete tetrapods exhibited relatively high residual-load-bearing capacities, even at higher displacements and crack widths. Two different calculation-procedures were used for the load-bearing-capacity evaluation. A load-displacement calculation based on the moment-versus-curvature relation and the plastic-hinge approach was performed, and additionally proved the applicability of the employed calculation-procedures for the concrete tetrapod load-bearing-capacity evaluation.
Ključne besede:tetrapods, concrete, synthetic-polymer fibers, load tests, load-bearing capacity, residual load-bearing capacity, load displacement, calculation
Status publikacije:Objavljeno
Verzija publikacije:Objavljena publikacija
Poslano v recenzijo:15.11.2022
Datum sprejetja članka:30.11.2022
Datum objave:05.12.2022
Založnik:MDPI
Leto izida:2022
Št. strani:str. 1-21
Številčenje:Vol. 12, iss. 12
PID:20.500.12556/DKUM-92026 Novo okno
UDK:691:625.843
COBISS.SI-ID:133529091 Novo okno
DOI:10.3390/buildings12122143 Novo okno
ISSN pri članku:2075-5309
Avtorske pravice:© 2022 by the authors
Datum objave v DKUM:12.03.2025
Število ogledov:161
Število prenosov:11
Metapodatki:XML DC-XML DC-RDF
Področja:Ostalo
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Vaša ocena:Ocenjevanje je dovoljeno samo prijavljenim uporabnikom.
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Gradivo je del revije

Naslov:Buildings
Skrajšan naslov:Buildings
Založnik:Molecular Diversity Preservation International
ISSN:2075-5309
COBISS.SI-ID:1024478292 Novo okno

Gradivo je financirano iz projekta

Financer:ARIS - Javna agencija za znanstvenoraziskovalno in inovacijsko dejavnost Republike Slovenije
Številka projekta:Z2-4425-2022
Naslov:Razvoj hibridnega jekleno-betonskega stika za lesene diskretne mrežaste konstrukcije

Licence

Licenca:CC BY 4.0, Creative Commons Priznanje avtorstva 4.0 Mednarodna
Povezava:http://creativecommons.org/licenses/by/4.0/deed.sl
Opis:To je standardna licenca Creative Commons, ki daje uporabnikom največ možnosti za nadaljnjo uporabo dela, pri čemer morajo navesti avtorja.

Sekundarni jezik

Jezik:Slovenski jezik
Ključne besede:gradbeno inženirstvo, tetrapodi, beton, sintetična polimerna vlakna, obremenitveni testi, nosilnost, residualna nosilnost, premik bremena, izračun


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