Pregled bibliografske jedinice broj: 324905
Large displacement in numerical analysis of cable bridge structures
Large displacement in numerical analysis of cable bridge structures // Proceedings of the International Conference on Bridges / Radić, Jure (ur.).
Zagreb: Structural Engineering Conference (SECON) and Croatian Society of Structural Engineers (CSSE), 2006. str. 391-398 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Large displacement in numerical analysis of cable bridge structures
Autori
Mihanović, Ante ; Trogrlić, Boris ; Živaljić, Nikolina
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the International Conference on Bridges
/ Radić, Jure - Zagreb : Structural Engineering Conference (SECON) and Croatian Society of Structural Engineers (CSSE), 2006, 391-398
Skup
International Conference on Bridges
Mjesto i datum
Dubrovnik, Hrvatska, 21.05.2006. - 24.05.2006
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
cable bridge; large displacement
Sažetak
This paper presents numerical model of large displacements in assignment of form finding for space cable structures with known first geometry and final gravity load. The model includes two phases of loading. The first phase is pre-tension if it is applied and in the second phase the structures is exposed to the gravity, loaded from zero up to final. The material and geometric nonlinear model includes the large displacement theory based on an incremental approach of the total Lagrange formulation with the small displacements. A solution of renew of the internal forces and stresses is presented, using the principle of zero configuration. This work research the accuracy of the described numerical model. The presented model is applied for analyzing of two examples which present ability and good agreement with existing experiments.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo