Pregled bibliografske jedinice broj: 891741
Static and dynamic response of damaged prestressed RC beams flexural strengthened with CFRP
Static and dynamic response of damaged prestressed RC beams flexural strengthened with CFRP // The 12th Central European Congress on Concrete Engineering Innovative materials and technologies for concrete structures : proceedings / Balasz, Gyorgy L. ; Koris, Kalman ; Kopecsko, Katalin (ur.).
Budimpešta: Faculty of Civil Engineering, Budapest University of Technology and Economics, Budapest, Hungary, 2017. str. 659-664 (poster, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Static and dynamic response of damaged prestressed RC beams flexural strengthened with CFRP
Autori
Brozović, Tomislav ; Kišiček, Tomislav ; Mandić Ivanković, Ana
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
The 12th Central European Congress on Concrete Engineering Innovative materials and technologies for concrete structures : proceedings
/ Balasz, Gyorgy L. ; Koris, Kalman ; Kopecsko, Katalin - Budimpešta : Faculty of Civil Engineering, Budapest University of Technology and Economics, Budapest, Hungary, 2017, 659-664
ISBN
978-963-12-9651-8
Skup
Central European Congress on Concrete Engineering (12 ; 2017)
Mjesto i datum
Tokaj, Mađarska, 31.08.2017. - 01.09.2017
Vrsta sudjelovanja
Poster
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
reinforced concrete, beam, flexural strengthening, FRP
Sažetak
This paper presents experimental results of static and dynamic response of damaged RC beams strengthened with CFRP strips and sheets. Three prestressed RC beams with T cross section were tested. Beams were subjected to monotonic loading with increasing load steps with four-point bending setup in order to generate different damage levels in specimens. CFRP strengthening was applied on the specimens after they were damaged by loading to 50% of their flexural capacity. Modal tests were carried out after each loading-unloading cycle. Beams were excited by the impact hammer. Frequency response functions were processed using Dewesoft software to obtain natural frequencies, and corresponding damping ratios and mode shapes.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Zagreb,
INSTITUT IGH, d.d.