Nonlinear Creep Model for Concrete in Analysis of Plates and Shells (CROSBI ID 46695)
Prilog u knjizi | izvorni znanstveni rad
Podaci o odgovornosti
Radnić, Jure ; Matešan, Domagoj ; Smilović, Marija
engleski
Nonlinear Creep Model for Concrete in Analysis of Plates and Shells
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.
non-linear concrete creep, shell, long-term load
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Podaci o prilogu
163-174.
objavljeno
Podaci o knjizi
Materials with Complex Behaviour II
Öchsner, Andreas
Berlin: Springer
2012.
978-3-642-22699-1