Pregled bibliografske jedinice broj: 136012
Model for static analyses of concrete shells
Model for static analyses of concrete shells // Engineering Modelling, 13 (2000), 3-4; 93-99 (međunarodna recenzija, članak, znanstveni)
CROSBI ID: 136012 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Model for static analyses of concrete shells
Autori
Radnić, Jure ; Matesan, Domagoj ; Harapin, Alen
Izvornik
Engineering Modelling (1330-1365) 13
(2000), 3-4;
93-99
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
concrete plates; concrete shells; transient static loads; degenerated shell element; material and geometric nonlinearity
Sažetak
The paper presents the model and the respective developed software for the static analysis of concrete plates and shells exposed to transient static loads by the finite element method (FEM). A degenerated shell element without membrane and shear "locking" has been employed. The model simulates the influence of material and geometric system nonlinearity. It is possible to include the dominant non-linear effects of reinforced concrete: the development of concrete cracks in tension and yielding of the concrete in compression, the changes in the tensile and shear stiffness of concrete and the nonlinear behaviour of the reinforcement. The influence of the change in the structure geometry is dealt with by using an updated Lagrangian coordinate system. The solved example illustrates the reliability of the model and some possibilities of the application of the model and of the SALJ computer program.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
Citiraj ovu publikaciju:
Časopis indeksira:
- Scopus
