hrcak mascot   Srce   HID

Prethodno priopćenje

Model for nonlinear creep of concrete

Jure Radnić ; Građevinsko-arhitektonski fakultet Split
Domagoj Matešan ; Građevinsko-arhitektonski fakultet Split

Puni tekst: hrvatski, pdf (261 KB) str. 163-168 preuzimanja: 494* citiraj
APA 6th Edition
Radnić, J. i Matešan, D. (2011). Model nelinearnog puzanja betona. Građevinar, 63 (02.), 163-168. Preuzeto s
MLA 8th Edition
Radnić, Jure i Domagoj Matešan. "Model nelinearnog puzanja betona." Građevinar, vol. 63, br. 02., 2011, str. 163-168. Citirano 30.09.2020.
Chicago 17th Edition
Radnić, Jure i Domagoj Matešan. "Model nelinearnog puzanja betona." Građevinar 63, br. 02. (2011): 163-168.
Radnić, J., i Matešan, D. (2011). 'Model nelinearnog puzanja betona', Građevinar, 63(02.), str. 163-168. Preuzeto s: (Datum pristupa: 30.09.2020.)
Radnić J, Matešan D. Model nelinearnog puzanja betona. Građevinar [Internet]. 2011 [pristupljeno 30.09.2020.];63(02.):163-168. Dostupno na:
J. Radnić i D. Matešan, "Model nelinearnog puzanja betona", Građevinar, vol.63, br. 02., str. 163-168, 2011. [Online]. Dostupno na: [Citirano: 30.09.2020.]

The linear concrete creep model, previously developed in the numerical model for the analysis of concrete slabs and shells subjected to long-term load, is briefly presented. This model has been improved by the nonlinear concrete creep model. It is explained that this model can be used for all stress levels, although it should additionally be checked through experiments for very high levels of stress. It is demonstrated that experimental results correspond well with numerically obtained values.

Ključne riječi
nonlinear creep of concrete; numerical model; slab; shell; long-term load; stress

Hrčak ID: 65170



Posjeta: 698 *