Pregled bibliografske jedinice broj: 406653
The influence of space curvature of prestressing tendon in the nonlinear analysis of PC structures
The influence of space curvature of prestressing tendon in the nonlinear analysis of PC structures // Proceedings of the 6th International Congress of the Croatian Society of Mechanics / Smojver, Ivica ; Sorić, Jurica (ur.).
Zagreb: Hrvatsko društvo za mehaniku (HDM), 2009. str. 1-8 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 406653 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
The influence of space curvature of prestressing tendon in the nonlinear analysis of PC structures
Autori
Galić, Mirela ; Nikolić, Željana ; Marović, Pavao
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the 6th International Congress of the Croatian Society of Mechanics
/ Smojver, Ivica ; Sorić, Jurica - Zagreb : Hrvatsko društvo za mehaniku (HDM), 2009, 1-8
ISBN
978-953-7539-11-5
Skup
6th International Congress of the Croatian Society of Mechanics
Mjesto i datum
Dubrovnik, Hrvatska, 30.09.2009. - 02.10.2009
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
space curcature; prestressign tendon; nonlinear analysis; prestressed structure
Sažetak
This paper presents the influence of space curvature of prestressing tendon in the nonlinear analysis of prestressed concrete (PC) structures. The nonlinear behaviour of prestressing tendons was described by the one dimensional elasto-viscoplastic model. The tendon element geometry is described by the second order space function which is determined by its projections. These elements make it possible to model arbitrarily curved reinforcing bars and prestressing tendons in space, thus they can be determined independently of the 3D finite element mesh. This is very important in the case when the prestressing tendon can not be located in a plane. The transfer of prestressing force on the concrete was modelled numerically. The developed model makes it possible to compute prestressing structures in phases: before prestressing, during prestressing and after prestressing. The described models are implemented in the computer programme for a 3D numerical analysis of the prestressed concrete structures where the structures are discretized by three-dimensional finite elements with an embedded one-dimensional element of reinforcing bars and/or prestressing tendons.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Projekti:
083-0831541-1532 - Nelinearna dinamička analiza trodimenzionalnih armirano-betonskih konstrukcija (Nikolić, Željana, MZO ) ( CroRIS)
083-0831541-1547 - Numerička i eksperimentalna istraživanja ponašanja inženjerskih konstrukcija (Marović, Pavao, MZO ) ( CroRIS)
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split
