Pregled bibliografske jedinice broj: 1212944
Stability analysis of beam-type structures with composite cross-section considering coupled shear deformation effects
Stability analysis of beam-type structures with composite cross-section considering coupled shear deformation effects // Proceedings of the conference ICCSE2 (2nd International Conference on Computations for Science and Engineering)
Rim, Italija, 2022. str. 30-30 (predavanje, međunarodna recenzija, sažetak, znanstveni)
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Naslov
Stability analysis of beam-type structures with
composite cross-section considering coupled
shear deformation effects
Autori
Banić, Damjan ; Turkalj, Goran ; Lanc, Domagoj ; Kvaternik Simonetti, Sandra
Vrsta, podvrsta i kategorija rada
Sažeci sa skupova, sažetak, znanstveni
Izvornik
Proceedings of the conference ICCSE2 (2nd International Conference on Computations for Science and Engineering)
/ - , 2022, 30-30
Skup
2nd International Conference on Computations for Science and Engineering
Mjesto i datum
Rim, Italija, 30.08.2022. - 02.09.2022
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
thin-walled ; composite cross-section ; beam model ; buckling ; large displacement ; nonlinear stability analysis
Sažetak
This paper presents a shear deformable beam model for the nonlinear stability analysis of composite beam-type structures. Each wall of the cross- section is stacked in the cross-ply scheme. The incremental equilibrium equations are derived in the framework of an updated Lagrangian formulation. Hooke’s law is assumed to be valid. The nonlinear displacement field of the composite cross-section accounts for the restrained warping and the large rotation effects. The shear deformation effects are included through Timoshenko’s bending theory and modified Vlasov’s torsion theory. Additional shear correction factors due to the bending-torsion coupling occurring at asymmetric cross-sections are introduced in the analysis. The accuracy and reliability of proposed numerical mode are verified on benchmark examples, and the obtained results confirm that it can be classified as a shear locking-free model.
Izvorni jezik
Engleski
Znanstvena područja
Strojarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Ustanove:
Tehnički fakultet, Rijeka
Profili:
Sandra Kvaternik Simonetti
(autor)
Goran Turkalj
(autor)
Damjan Banić
(autor)
Domagoj Lanc
(autor)