Pregled bibliografske jedinice broj: 1012391
Shear deformable beam model for stability analysis of beam type structures with composite cross sections
Shear deformable beam model for stability analysis of beam type structures with composite cross sections // MECHCOMP 2019, 5th International Conference on Mechanics of Composites, Book of Abstracts / Ferreira, Antonio J.M. ; Araujo, Aurelio ; Moleiro, Filipa ; Soares, Cristovao M. ; Madeira, Jose A. ; Fantuzzi, Nicholas (ur.).
Lisabon: Instituto Superior Tecnico, Lisbon, Portugal, 2019. str. 30-30 (predavanje, međunarodna recenzija, sažetak, znanstveni)
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Naslov
Shear deformable beam model for stability analysis of beam type structures with composite cross sections
Autori
Banić, Damjan ; Turkalj, Goran ; Lanc, Domagoj ; Kvaternik, Sandra
Vrsta, podvrsta i kategorija rada
Sažeci sa skupova, sažetak, znanstveni
Izvornik
MECHCOMP 2019, 5th International Conference on Mechanics of Composites, Book of Abstracts
/ Ferreira, Antonio J.M. ; Araujo, Aurelio ; Moleiro, Filipa ; Soares, Cristovao M. ; Madeira, Jose A. ; Fantuzzi, Nicholas - Lisabon : Instituto Superior Tecnico, Lisbon, Portugal, 2019, 30-30
Skup
5th International Conference on Mechanics of Composites (MECHCOMP 2019)
Mjesto i datum
Lisabon, Portugal, 01.07.2019. - 04.07.2019
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
shear deformable beams, stability analysis, composite cross sections
Sažetak
This paper presents a shear deformable numerical model for the large displacement analysis of beam type structures. Shear deformation effects are accounted for the composite cross-section considering bending-torsional coupling effects. Cross section characteristics are calculated based on the reference modulus, with ability to model different material configurations. A numerical algorithm for calculating the geometric characteristics of a composite cross-section is developed. Various material configurations are considered. This procedure is incorporated in the 1D beam model for the nonlinear stability analysis, previously developed by the authors. Large rotations are allowed, but small strains are assumed to occur. Several benchmark examples are demonstrated for verification purposes.
Izvorni jezik
Engleski
POVEZANOST RADA
Profili:
Goran Turkalj
(autor)
Sandra Kvaternik Simonetti
(autor)
Damjan Banić
(autor)
Domagoj Lanc
(autor)