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Fibre-based composite materials for the seismic strengthening of masonry ring beams : cyclic tests on full-scale samples
ID
Boem, Ingrid
(
Avtor
),
ID
Gattesco, Natalino
(
Avtor
),
ID
Rizzi, Emanuele
(
Avtor
),
ID
Dudine, Allen
(
Avtor
),
ID
Gams, Matija
(
Avtor
)
PDF - Predstavitvena datoteka,
prenos
(13,30 MB)
MD5: CE9F74D9A6C1805A8733E00DBBBF9962
URL - Izvorni URL, za dostop obiščite
https://link.springer.com/article/10.1617/s11527-025-02617-w
Galerija slik
Izvleček
In masonry buildings, ring beams are crucial structural components for preventing out-of-plane failure of walls and fostering global seismic responses. The traditional approach of building reinforced concrete ring beams in existing structures is very invasive, which has motivated present research into new ways of constructing using modern fibre-based composite materials. Two solutions are tested by quasi-static, horizontal bending cyclic tests on full-scale, solid brick and rubble stone masonry. The first solution consists of horizontal Carbon Fibre–Reinforced Polymer (CFRP) strips externally bonded on the outer masonry surface, while the second comprises embedded Glass Fibre-Reinforced Polymer (GFRP) meshes in the masonry bed joints. Simplified analytical models are applied to estimate the strength. Although CFRP strips are applied eccentrically, they proved effective for loads in both directions (the fibres fractured in tension) because of the continu ity of the reinforcement throughout orthogonal walls. The ring beams with GFRP-reinforced bed joints responded very well, as evidenced by tensile fracture of fibres. In both cases, bending resistance was significantly improved. However, tests also showed the importance of certain details to avoid stress concentrations in the fibres (e.g. rounded masonry corners) and bed joint slippage (e.g. full embedment of the GFRP meshes with the mortar).
Jezik:
Angleški jezik
Ključne besede:
civil engineering
,
structural refurbishment
,
composites
,
masonry
,
ring beams
,
experimental test
,
fibre-reinforced polymer
Vrsta gradiva:
Članek v reviji
Tipologija:
1.01 - Izvirni znanstveni članek
Organizacija:
FGG - Fakulteta za gradbeništvo in geodezijo
Leto izida:
2025
Št. strani:
24 str.
Številčenje:
Vol. 58, iss. mar., [article no.] 97
PID:
20.500.12556/RUL-168073
UDK:
69:004
ISSN pri članku:
1359-5997
DOI:
10.1617/s11527-025-02617-w
COBISS.SI-ID:
230336515
Datum objave v RUL:
27.03.2025
Število ogledov:
432
Število prenosov:
122
Metapodatki:
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Objavi na:
Gradivo je del revije
Naslov:
Materials and structures
Skrajšan naslov:
Mat. struct.
Založnik:
E. & F. N. Spon, RILEM Publications
ISSN:
1359-5997
COBISS.SI-ID:
18240005
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
Naslov:
Potresno utrjevanje z vodoravnimi zidnimi vezmi iz kompozitnih materialov - ciklični testi na vzorcih v naravnem merilu
Ključne besede:
gradbeništvo
,
potresna utrditev
,
kompozitni materiali
,
zidovje
,
vodoravne vezi
,
eksperimentalni test
Projekti
Financer:
ARIS - Javna agencija za znanstvenoraziskovalno in inovacijsko dejavnost Republike Slovenije
Številka projekta:
P2-0185-2019
Naslov:
Potresno inženirstvo
Financer:
Italian Department of Civil Protection
Številka projekta:
Reluis 2022-2024, Reluis 2024-2026, WP5
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