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Pregled bibliografske jedinice broj: 1249964

Numerical stability analysis of composite beam- type structures considering coupled shear deformation effects


Turkalj, Goran; Banić, Damjan; Lanc, Domagoj
Numerical stability analysis of composite beam- type structures considering coupled shear deformation effects // Book of Abstracts / Ferreira, Antonio ; Fantuzzi, Nicholas ; Baciocchi, Michele, Tita, Volnei ; Neves, Ana (ur.).
Porto: Faculty of Engineering, University of Porto, 2022. str. 28-28 (poster, međunarodna recenzija, sažetak, znanstveni)


CROSBI ID: 1249964 Za ispravke kontaktirajte CROSBI podršku putem web obrasca

Naslov
Numerical stability analysis of composite beam- type structures considering coupled shear deformation effects

Autori
Turkalj, Goran ; Banić, Damjan ; Lanc, Domagoj

Vrsta, podvrsta i kategorija rada
Sažeci sa skupova, sažetak, znanstveni

Izvornik
Book of Abstracts / Ferreira, Antonio ; Fantuzzi, Nicholas ; Baciocchi, Michele, Tita, Volnei ; Neves, Ana - Porto : Faculty of Engineering, University of Porto, 2022, 28-28

Skup
25th International Conference on Composite Structures (ICCS25)

Mjesto i datum
Porto, Portugal, 19.07.2022. - 22.07.2022

Vrsta sudjelovanja
Poster

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
composite beam-type structures, shear deformaition effects, numerical stability analysis, large rotations

Sažetak
A free shear-locking beam model for numerical stability analysis of composite beam-type structures is presented. The incremental equilibrium equations for a straight fourteen- degree-of-freedom beam element are derived within the framework of updated Lagrangian formulation. In this, the nonlinear displacement field of a thin-walled cross-sections, accounting for the restrained warping and the large rotations effects, is applied. The applied shear-deformable beam formulation accounts for the flexural- torsional coupling appearing when a non-symmetric cross-section is considered. Cross-section properties are calculated using the reference modulus, which enables to model various cross-ply cross-sectional wall configurations. The numerical algorithm is implemented in a computer program and validated through several benchmark examples.

Izvorni jezik
Engleski

Znanstvena područja
Strojarstvo, Temeljne tehničke znanosti



POVEZANOST RADA


Projekti:
--IP-2019-04-8615 - Procjena granične nosivosti inženjerskih konstrukcija (LOCAPES) (Lanc, Domagoj) ( CroRIS)

Ustanove:
Tehnički fakultet, Rijeka

Profili:

Avatar Url Goran Turkalj (autor)

Avatar Url Domagoj Lanc (autor)

Avatar Url Damjan Banić (autor)

Poveznice na cjeloviti tekst rada:

Pristup cjelovitom tekstu rada

Citiraj ovu publikaciju:

Turkalj, Goran; Banić, Damjan; Lanc, Domagoj
Numerical stability analysis of composite beam- type structures considering coupled shear deformation effects // Book of Abstracts / Ferreira, Antonio ; Fantuzzi, Nicholas ; Baciocchi, Michele, Tita, Volnei ; Neves, Ana (ur.).
Porto: Faculty of Engineering, University of Porto, 2022. str. 28-28 (poster, međunarodna recenzija, sažetak, znanstveni)
Turkalj, G., Banić, D. & Lanc, D. (2022) Numerical stability analysis of composite beam- type structures considering coupled shear deformation effects. U: Ferreira, A., Fantuzzi, N., Baciocchi, Michele, Tita, Volnei & Neves, A. (ur.)Book of Abstracts.
@article{article, author = {Turkalj, Goran and Bani\'{c}, Damjan and Lanc, Domagoj}, year = {2022}, pages = {28-28}, keywords = {composite beam-type structures, shear deformaition effects, numerical stability analysis, large rotations}, title = {Numerical stability analysis of composite beam- type structures considering coupled shear deformation effects}, keyword = {composite beam-type structures, shear deformaition effects, numerical stability analysis, large rotations}, publisher = {Faculty of Engineering, University of Porto}, publisherplace = {Porto, Portugal} }
@article{article, author = {Turkalj, Goran and Bani\'{c}, Damjan and Lanc, Domagoj}, year = {2022}, pages = {28-28}, keywords = {composite beam-type structures, shear deformaition effects, numerical stability analysis, large rotations}, title = {Numerical stability analysis of composite beam- type structures considering coupled shear deformation effects}, keyword = {composite beam-type structures, shear deformaition effects, numerical stability analysis, large rotations}, publisher = {Faculty of Engineering, University of Porto}, publisherplace = {Porto, Portugal} }




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