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Pregledni rad
https://doi.org/10.13167/2015.11.4

COLLISIONS OF ROAD VEHICLES WITH BRIDGE COLUMNS

Ervin Kožoman ; Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering Osijek
Hrvoje Draganić   ORCID icon orcid.org/0000-0001-5060-7781 ; Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering Osijek
Damir Varevac ; Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering Osijek

Puni tekst: engleski, pdf (542 KB) str. 29-39 preuzimanja: 382* citiraj
APA 6th Edition
Kožoman, E., Draganić, H. i Varevac, D. (2015). COLLISIONS OF ROAD VEHICLES WITH BRIDGE COLUMNS. Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, 6 (11), 29-39. https://doi.org/10.13167/2015.11.4
MLA 8th Edition
Kožoman, Ervin, et al. "COLLISIONS OF ROAD VEHICLES WITH BRIDGE COLUMNS." Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, vol. 6, br. 11, 2015, str. 29-39. https://doi.org/10.13167/2015.11.4. Citirano 19.09.2021.
Chicago 17th Edition
Kožoman, Ervin, Hrvoje Draganić i Damir Varevac. "COLLISIONS OF ROAD VEHICLES WITH BRIDGE COLUMNS." Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS 6, br. 11 (2015): 29-39. https://doi.org/10.13167/2015.11.4
Harvard
Kožoman, E., Draganić, H., i Varevac, D. (2015). 'COLLISIONS OF ROAD VEHICLES WITH BRIDGE COLUMNS', Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, 6(11), str. 29-39. https://doi.org/10.13167/2015.11.4
Vancouver
Kožoman E, Draganić H, Varevac D. COLLISIONS OF ROAD VEHICLES WITH BRIDGE COLUMNS. Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS [Internet]. 2015 [pristupljeno 19.09.2021.];6(11):29-39. https://doi.org/10.13167/2015.11.4
IEEE
E. Kožoman, H. Draganić i D. Varevac, "COLLISIONS OF ROAD VEHICLES WITH BRIDGE COLUMNS", Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, vol.6, br. 11, str. 29-39, 2015. [Online]. https://doi.org/10.13167/2015.11.4

Sažetak
As speed limits and traffic on city roads continue to increase, collisions between road vehicles and bridge columns are becoming more common. Current regulations analyze collision with one major simplification: replacing dynamic action with the equivalent static force. In the present paper, we develop a numerical model of a typical Croatian overpass and loaded it with an equivalent static load according to the EN1991-7 and ASSHTO LRFD provisions, analyzing the differences in overpass behavior between them. We compared this to a simplified dynamic analysis, which assumed the impact forces to be impulse loads. Protection measures can be installed around bridge columns that reduce the probability of vehicle collision and open possibilities for reducing collision forces.

Ključne riječi
collision; impact force; impulse; static and dynamic analysis; provisions

Hrčak ID: 149953

URI
https://hrcak.srce.hr/149953

Posjeta: 624 *