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Pregled bibliografske jedinice broj: 369042

Test Loading of Underpass Kikovica with Emphasis on Transverse Distribution of Loading


Čajić, Arnel; Damjanović, Domagoj; Rak, Mladenko
Test Loading of Underpass Kikovica with Emphasis on Transverse Distribution of Loading // 25th Danubia-Adria Symposium on Advances in Experimental Mechanics : proceedings / Daniel, M. ; Holy, S. ; Ružička, M. (ur.).
Prag: Czech Technical University, 2008. str. 33-34 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)


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Naslov
Test Loading of Underpass Kikovica with Emphasis on Transverse Distribution of Loading

Autori
Čajić, Arnel ; Damjanović, Domagoj ; Rak, Mladenko

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, 2008, 33-34

ISBN
978-80-01-04162-8

Skup
Danubia-Adria Symposium on Advances in Experimental Mechanics (25 ; 2008)

Mjesto i datum
Češke Budejovice - /Češky Krumlov, Češka, 24.-27.09.2008

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
transverse distribution ; experiment ; numerical model ; displacemnts ; strins ; stresses

Sažetak
Structure of the bridge consists of ten prestressed RC longitudinal girders with "T" cross section (110 cm) over two 19, 5 m spans with cross girders in the middle of the spans and at the supports. RC deck slab (25 cm) is anchored to the longitudinal and cross girders. Each span acts as a simple supported beam for actions of vertical forces. Girders are supported at abutments and piers over elastomeric bearings. Paper features experimental and theoretical analysis of the bridge structure during test loading with emphasis on the transverse distibution of loading. Experimental results of strain and displacement measurement are compared to theoretical results of two different FE numerical models. Deck plate of the first model (grillage) is made of beam finite elements in transverese direction and in longitudinal direction the height of main girders is increased for the height of the deck slab. The second FE model has the deck slab made of plate finite elements.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo



POVEZANOST RADA


Projekti:
082-0821504-1496 - Razvoj eksperimentalnih metoda istraživanja građevinskih konstrukcija (Rak, Mladenko, MZOS ) ( POIROT)

Ustanove:
Građevinski fakultet, Zagreb,
Građevinski fakultet, Rijeka

Profili:

Avatar Url Mladenko Rak (autor)

Avatar Url Domagoj Damjanović (autor)


Citiraj ovu publikaciju

Čajić, Arnel; Damjanović, Domagoj; Rak, Mladenko
Test Loading of Underpass Kikovica with Emphasis on Transverse Distribution of Loading // 25th Danubia-Adria Symposium on Advances in Experimental Mechanics : proceedings / Daniel, M. ; Holy, S. ; Ružička, M. (ur.).
Prag: Czech Technical University, 2008. str. 33-34 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
Čajić, A., Damjanović, D. & Rak, M. (2008) Test Loading of Underpass Kikovica with Emphasis on Transverse Distribution of Loading. U: Daniel, M., Holy, S. & Ružička, M. (ur.)25th Danubia-Adria Symposium on Advances in Experimental Mechanics : proceedings.
@article{article, year = {2008}, pages = {33-34}, keywords = {transverse distribution, experiment, numerical model, displacemnts, strins, stresses}, isbn = {978-80-01-04162-8}, title = {Test Loading of Underpass Kikovica with Emphasis on Transverse Distribution of Loading}, keyword = {transverse distribution, experiment, numerical model, displacemnts, strins, stresses}, publisher = {Czech Technical University}, publisherplace = {\v{C}e\v{s}ke Budejovice - /\v{C}e\v{s}ky Krumlov, \v{C}e\v{s}ka} }
@article{article, year = {2008}, pages = {33-34}, keywords = {transverse distribution, experiment, numerical model, displacemnts, strins, stresses}, isbn = {978-80-01-04162-8}, title = {Test Loading of Underpass Kikovica with Emphasis on Transverse Distribution of Loading}, keyword = {transverse distribution, experiment, numerical model, displacemnts, strins, stresses}, publisher = {Czech Technical University}, publisherplace = {\v{C}e\v{s}ke Budejovice - /\v{C}e\v{s}ky Krumlov, \v{C}e\v{s}ka} }

Časopis indeksira:


  • Scopus





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