Pretražite po imenu i prezimenu autora, mentora, urednika, prevoditelja

Napredna pretraga

Pregled bibliografske jedinice broj: 1212944

Stability analysis of beam-type structures with composite cross-section considering coupled shear deformation effects


Banić, Damjan; Turkalj, Goran; Lanc, Domagoj; Kvaternik Simonetti, Sandra
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)


CROSBI ID: 1212944 Za ispravke kontaktirajte CROSBI podršku putem web obrasca

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

Poveznice na cjeloviti tekst rada:

events.unibo.it

Citiraj ovu publikaciju:

Banić, Damjan; Turkalj, Goran; Lanc, Domagoj; Kvaternik Simonetti, Sandra
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)
Banić, D., Turkalj, G., Lanc, D. & Kvaternik Simonetti, S. (2022) Stability analysis of beam-type structures with composite cross-section considering coupled shear deformation effects. U: Proceedings of the conference ICCSE2 (2nd International Conference on Computations for Science and Engineering).
@article{article, author = {Bani\'{c}, Damjan and Turkalj, Goran and Lanc, Domagoj and Kvaternik Simonetti, Sandra}, year = {2022}, pages = {30-30}, keywords = {thin-walled, composite cross-section, beam model, buckling, large displacement, nonlinear stability analysis}, title = {Stability analysis of beam-type structures with composite cross-section considering coupled shear deformation effects}, keyword = {thin-walled, composite cross-section, beam model, buckling, large displacement, nonlinear stability analysis}, publisherplace = {Rim, Italija} }
@article{article, author = {Bani\'{c}, Damjan and Turkalj, Goran and Lanc, Domagoj and Kvaternik Simonetti, Sandra}, year = {2022}, pages = {30-30}, keywords = {thin-walled, composite cross-section, beam model, buckling, large displacement, nonlinear stability analysis}, title = {Stability analysis of beam-type structures with composite cross-section considering coupled shear deformation effects}, keyword = {thin-walled, composite cross-section, beam model, buckling, large displacement, nonlinear stability analysis}, publisherplace = {Rim, Italija} }




Contrast
Increase Font
Decrease Font
Dyslexic Font