prikaz prve stranice dokumenta FRP Pedestrian Bridges-Analysis of Different Infill Configurations
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FRP Pedestrian Bridges-Analysis of Different Infill Configurations
Buildings, 11(11) (2021); 564. https://doi.org/10.3390/buildings11110564
Stepinac, Lucija; Skender, Ana; Damjanović, Domagoj; Galić, Josip

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Stepinac, L., Skender, A., Damjanović, D. i Galić, J. (2021). FRP Pedestrian Bridges-Analysis of Different Infill Configurations. Buildings, 11(11).. doi: 10.3390/buildings11110564

Stepinac, Lucija, et al. "FRP Pedestrian Bridges-Analysis of Different Infill Configurations." Buildings, vol. 11(11), 2021. https://doi.org/10.3390/buildings11110564

Stepinac, Lucija, Ana Skender, Domagoj Damjanović i Josip Galić. "FRP Pedestrian Bridges-Analysis of Different Infill Configurations." Buildings 11(11) (2021). https://doi.org/10.3390/buildings11110564

Stepinac, L., et al. (2021) 'FRP Pedestrian Bridges-Analysis of Different Infill Configurations', Buildings, 11(11). doi: 10.3390/buildings11110564

Stepinac L, Skender A, Damjanović D, Galić J. FRP Pedestrian Bridges-Analysis of Different Infill Configurations. Buildings [Internet]. 2021. [pristupljeno 27.10.2024.];11(11). doi: 10.3390/buildings11110564

L. Stepinac, A. Skender, D. Damjanović i J. Galić, "FRP Pedestrian Bridges-Analysis of Different Infill Configurations", Buildings, vol. 11(11), 2021. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:237:889087. [Citirano: 27.10.2024.]

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Podaci o radu
Naslov (engleski)FRP Pedestrian Bridges-Analysis of Different Infill Configurations
AutorLucija Stepinac
AutorAna Skender
AutorDomagoj Damjanović
AutorJosip Galić
Autorova ustanovaSveučilište u Zagrebu
Građevinski fakultet
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Sažetak (engleski)
The main aim of this study is to analyze fiber- reinforced polymer (FRP) bridge decks according to their material, cross-section, and shape geometry. Infill cell configurations of the decks (rectangular, triangular, trapezoidal, and honeycomb) were tested based on the FRP cell units available in the market. A comparison was made for each cell configuration in flat and curved bridge shapes. Another comparison was made between the material properties. Each model was computed for a composite layup material and a quasi-isotropic material. The quasi-isotropic material represents chopped fibers within a matrix. FE (finite element) analysis was performed on a total of 24 models using Abaqus software. The results show that the bridge shape geometry and infill configuration play an important role in increasing the stiffness, more so than improving the material properties. The arch shape of the bridge deck with quasi-isotropic material and chopped fibers was compared to the cross-ply laminate material in a flat bridge deck. The results show that the arch shape of the bridge deck contributed to the overall stiffness by reducing the deformation by an average of 30–40%. The results of this preliminary study will provide a basis for future research into form finding and laboratory testing.
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Izvorni znanstveni rad
Status objaveObjavljen
Vrsta recenzijeRecenziran - međunarodna recenzija
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov časopisaBuildings
Brojčani podacivol. 11(11), 564
e-ISSN2075-5309
DOIhttps://doi.org/10.3390/buildings11110564
URN:NBNurn:nbn:hr:237:889087
Datum objave publikacije2021
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Zaštićeno autorskim pravom.
Datum i vrijeme pohrane2024-09-04 18:30:57