Pregled bibliografske jedinice broj: 595937
Nonlinear Creep Model for Concrete in Analysis of Plates and Shells
Nonlinear Creep Model for Concrete in Analysis of Plates and Shells // Materials with Complex Behaviour II / Öchsner, Andreas (ur.).
Berlin: Springer, 2012. str. 163-174
CROSBI ID: 595937 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Nonlinear Creep Model for Concrete in Analysis of Plates and Shells
Autori
Radnić, Jure ; Matešan, Domagoj ; Smilović, Marija
Vrsta, podvrsta i kategorija rada
Poglavlja u knjigama, znanstveni
Knjiga
Materials with Complex Behaviour II
Urednik/ci
Öchsner, Andreas
Izdavač
Springer
Grad
Berlin
Godina
2012
Raspon stranica
163-174
ISBN
978-3-642-22699-1
Ključne riječi
non-linear concrete creep, shell, long-term load
Sažetak
A numerical model for analysis of reinforced and prestressed concrete plates and shells including creep, shrinkage and aging of concrete, already developed by the authors, has been updated with a nonlinear creep model for concrete. The model can be applied for all levels of concrete stresses, while its use for ultimate stress levels is still not fully tested. The presented nonlinear concrete creep model is simple, based on the well known linear model of concrete creep, and intended for simulation of practical concrete structures. For the verification of the presented model, an experimentally tested square concrete plate and cylindrical prestressed concrete shell were analysed numerically. The results of experimental tests at high stress levels and numerical results show good agreement.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
083-0000000-1538 - Eksperimentalna i numerička istraživanja potresne otpornosti građevina (Radnić, Jure, MZO ) ( CroRIS)
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split