Pregled bibliografske jedinice broj: 369045
Statical and Dynamical Testing of the Bridge Krapina
Statical and Dynamical Testing of the Bridge Krapina // 25th Danubia-Adria Symposium on Advances in Experimental Mechanics : proceedings / Daniel, M. ; Holy, S. ; Ružička, M (ur.).
Prag: Czech technical university in Prague, 2008. str. 25-26 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 369045 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Statical and Dynamical Testing of the Bridge Krapina
Autori
Bosančić, Jure ; Krolo, Joško ; Damjanović, Domagoj
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
25th Danubia-Adria Symposium on Advances in Experimental Mechanics : proceedings
/ Daniel, M. ; Holy, S. ; Ružička, M - Prag : Czech technical university in Prague, 2008, 25-26
ISBN
978-80-01-04162-8
Skup
Danubia-Adria Symposium on Advances in Experimental Mechanics (25 ; 2008)
Mjesto i datum
České Budějovice, Češka Republika; Český Krumlov, Češka Republika, 24.09.2008. - 27.09.2008
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
rehabilitation; experimental loading; static; dynamic; strains; deflections; eigenfrequencies; numerical model
Sažetak
The paper addresses static and dynamic testing of the steel railway bridge over the Krapina river at the western entrance to the city of Zagreb. In the year 2004 the downstream main truss girder was hit and therefore severely damaged by the crane’ s stabilizer being transported over the bridge. The bridge features the single supported beam spanning 64, 5 m, 9, 0 m wide and 8, 5 m high. The truss elements are made of steel plates joined by rivets. The structure is made of St-37 steel, the bearings of CS-52 cast steel, and the rivets of St-34. In the bridge rehabilitation the damaged elements were substituted by the new ones, and the rivets were used for joining of plates. Following the rehabilitation, the static and dynamic load testing was conducted to evaluate the work’ s completion and the structure’ s performance for taking over the designed loads. The results of static and dynamic testing were compared with the computational ones obtained on the model by applying the Sofistik package.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
082-0821504-1496 - Razvoj eksperimentalnih metoda istraživanja građevinskih konstrukcija (Rak, Mladenko, MZOS ) ( CroRIS)
Ustanove:
Građevinski fakultet, Zagreb