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Testing a prestressed concrete shell subjected to long-term loading and unloading

Jure Radić
Domagoj Matešan

Puni tekst: hrvatski, pdf (2 MB) str. 711-720 preuzimanja: 581* citiraj
APA 6th Edition
Radić, J. i Matešan, D. (2009). Ispitivanje prednapete betonske ljuske dugotrajnim opterećenjem i rasterećenjem. Građevinar, 61 (08.), 711-720. Preuzeto s https://hrcak.srce.hr/41012
MLA 8th Edition
Radić, Jure i Domagoj Matešan. "Ispitivanje prednapete betonske ljuske dugotrajnim opterećenjem i rasterećenjem." Građevinar, vol. 61, br. 08., 2009, str. 711-720. https://hrcak.srce.hr/41012. Citirano 30.10.2020.
Chicago 17th Edition
Radić, Jure i Domagoj Matešan. "Ispitivanje prednapete betonske ljuske dugotrajnim opterećenjem i rasterećenjem." Građevinar 61, br. 08. (2009): 711-720. https://hrcak.srce.hr/41012
Harvard
Radić, J., i Matešan, D. (2009). 'Ispitivanje prednapete betonske ljuske dugotrajnim opterećenjem i rasterećenjem', Građevinar, 61(08.), str. 711-720. Preuzeto s: https://hrcak.srce.hr/41012 (Datum pristupa: 30.10.2020.)
Vancouver
Radić J, Matešan D. Ispitivanje prednapete betonske ljuske dugotrajnim opterećenjem i rasterećenjem. Građevinar [Internet]. 2009 [pristupljeno 30.10.2020.];61(08.):711-720. Dostupno na: https://hrcak.srce.hr/41012
IEEE
J. Radić i D. Matešan, "Ispitivanje prednapete betonske ljuske dugotrajnim opterećenjem i rasterećenjem", Građevinar, vol.61, br. 08., str. 711-720, 2009. [Online]. Dostupno na: https://hrcak.srce.hr/41012. [Citirano: 30.10.2020.]

Sažetak
Results obtained by testing a cylindrical prestressed concrete shell subjected to long-term loading and unloading are presented. The shell is reinforced with steel fabric in the top and bottom zones, and features different reinforcement areas in two directions, as well as two straight prestressed longitudinal cables. It is attached at angles only, and lateral displacements are restrained. Shell displacements, and deformation of concrete in the zone of traditional reinforcement and cables, were measured at several points over one and a half year period following the initial prestressing and loading.

Ključne riječi
prestressed concrete shell; long-term loading; unloading; displacements; deformation of concrete embedding reinforcement and cable

Hrčak ID: 41012

URI
https://hrcak.srce.hr/41012

[hrvatski]

Posjeta: 804 *