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Pregled bibliografske jedinice broj: 416030

Experimental investigations of castellated beams under bending load


Tkalčević, Višnja; Džeba, Ivica; Rak, Mladenko
Experimental investigations of castellated beams under bending load // 25th Danubia-Adria Symposium on Advances in Experimental Mechanics : Proceedings / Holy, Daniel (ur.).
Prag: Czech technical university in Prague, 2008. str. 143-144 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)


CROSBI ID: 416030 Za ispravke kontaktirajte CROSBI podršku putem web obrasca

Naslov
Experimental investigations of castellated beams under bending load

Autori
Tkalčević, Višnja ; Džeba, Ivica ; 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 / Holy, Daniel - Prag : Czech technical university in Prague, 2008, 143-144

ISBN
978-80-01-04162-8

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

Mjesto i datum
Prag, Češka Republika, 24.09.2008. - 27.09.2008

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
castellated beam; lateral-torsional buckling; experimental study; Eurocode; correction factor of design resistance function

Sažetak
In determining the resistance of castellated beams to lateral-torsional buckling the application of the appropriate buckling curve is crucial. For the purposes of investigating the application of the relevant buckling curve the results of laboratory testing are critical. The paper shows the testing of castellated beams wherein the failure was caused by lateral-torsional buckling. The comparison of the flexural capacity of the beams and the computed flexural capacity according to EN 1993-1-1:2005 has been conducted. The statistical data of the basic variable of model factor for ultimate load are given that are necessary for reliability analysis of castellated beams.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo



POVEZANOST RADA


Projekti:
082-0821466-1469 - Optimalizacija pouzdanosti okvirnih sustava s različitim tipovima spojeva (Dujmović, Darko, MZOS ) ( CroRIS)
082-0821504-1496 - Razvoj eksperimentalnih metoda istraživanja građevinskih konstrukcija (Rak, Mladenko, MZOS ) ( CroRIS)
082-0821466-1467 - Primjena metoda inženjerstva pouzdanosti u funkciji razvoja konstrukcija (Džeba, Ivica, MZOS ) ( CroRIS)

Ustanove:
Građevinski fakultet, Zagreb


Citiraj ovu publikaciju:

Tkalčević, Višnja; Džeba, Ivica; Rak, Mladenko
Experimental investigations of castellated beams under bending load // 25th Danubia-Adria Symposium on Advances in Experimental Mechanics : Proceedings / Holy, Daniel (ur.).
Prag: Czech technical university in Prague, 2008. str. 143-144 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
Tkalčević, V., Džeba, I. & Rak, M. (2008) Experimental investigations of castellated beams under bending load. U: Holy, D. (ur.)25th Danubia-Adria Symposium on Advances in Experimental Mechanics : Proceedings.
@article{article, author = {Tkal\v{c}evi\'{c}, Vi\v{s}nja and D\v{z}eba, Ivica and Rak, Mladenko}, editor = {Holy, D.}, year = {2008}, pages = {143-144}, keywords = {castellated beam, lateral-torsional buckling, experimental study, Eurocode, correction factor of design resistance function}, isbn = {978-80-01-04162-8}, title = {Experimental investigations of castellated beams under bending load}, keyword = {castellated beam, lateral-torsional buckling, experimental study, Eurocode, correction factor of design resistance function}, publisher = {Czech technical university in Prague}, publisherplace = {Prag, \v{C}e\v{s}ka Republika} }
@article{article, author = {Tkal\v{c}evi\'{c}, Vi\v{s}nja and D\v{z}eba, Ivica and Rak, Mladenko}, editor = {Holy, D.}, year = {2008}, pages = {143-144}, keywords = {castellated beam, lateral-torsional buckling, experimental study, Eurocode, correction factor of design resistance function}, isbn = {978-80-01-04162-8}, title = {Experimental investigations of castellated beams under bending load}, keyword = {castellated beam, lateral-torsional buckling, experimental study, Eurocode, correction factor of design resistance function}, publisher = {Czech technical university in Prague}, publisherplace = {Prag, \v{C}e\v{s}ka Republika} }




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