Pregled bibliografske jedinice broj: 157308
Some aspects of 2D and/or 3D numerical modelling of reinforced and prestressed concrete structures
Some aspects of 2D and/or 3D numerical modelling of reinforced and prestressed concrete structures // Multi-physics and multi-scale computer models innon-linear analysis and optimal design of engineering structures under extreme conditions / Ibrahimbegović, Adnan ; Brank, Boštjan (ur.).
Ljubljana: Fakulteta za gradbeništvo in geodezijo Univerze v Ljubljani, 2004. str. 546-570 (pozvano predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 157308 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Some aspects of 2D and/or 3D numerical modelling of reinforced and prestressed concrete structures
Autori
Marović ; Pavao ; Nikolić, Željana ; Galić, Mirela
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Multi-physics and multi-scale computer models innon-linear analysis and optimal design of engineering structures under extreme conditions
/ Ibrahimbegović, Adnan ; Brank, Boštjan - Ljubljana : Fakulteta za gradbeništvo in geodezijo Univerze v Ljubljani, 2004, 546-570
Skup
NATO Advanced Research Workshop, PST.ARW980268
Mjesto i datum
Bled, Slovenija, 13.06.2004. - 17.06.2004
Vrsta sudjelovanja
Pozvano predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
reinforced concrete; prestressing; non-linear analysis; numerical modelling; 3D composite finite element
Sažetak
This paper presents some aspects of the two-dimensional and/or three-dimensional numerical modelling of the reinforced and prestressed concrete structures. The curved prestressing tendons and reinforcing bars, which are modelled by one-dimensional finite elements, are embedded into adequate two-dimensional and three-dimensional finite elements. The influence of the prestressing tendons on the concrete is modelled by distributed normal and tangential forces along the tendons and two concentrated forces at the anchors. The computation of the post-tensioned prestressed structures is organized in three phases: before, during and after prestressing of the tendons. Three numerical examples taken from the literature with known analytical and/or numerical results are given to compare the results obtained by the proposed numerical modelling.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti