Pregled bibliografske jedinice broj: 1158479
Closed-form solutions for modelling the rotational stiffness of continuous and discontinuous compliant interfaces in two-layer Timoshenko beams
Closed-form solutions for modelling the rotational stiffness of continuous and discontinuous compliant interfaces in two-layer Timoshenko beams // Acta Mechanica, 232 (2021), 2793-2824 doi:10.1007/s00707-021-02958-x (međunarodna recenzija, članak, znanstveni)
CROSBI ID: 1158479 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Closed-form solutions for modelling the rotational
stiffness of continuous and discontinuous
compliant interfaces in two-layer Timoshenko beams
Autori
Siciliano, Alfio Francesco ; Škec, Leo ; Jelenić, Gordan
Izvornik
Acta Mechanica (0001-5970) 232
(2021);
2793-2824
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
analytical solution ; closed-form solutions ; layered beams ; Timoshenko beam theory ; partial interaction ; compliant interface ; discontinuous interface ; shear connectors
Sažetak
An analytical model for a two-layer Timoshenko beam with a compliant interface is presented. A family of closed-form solutions is given for several cases of contact conditions at the interface that can include or exclude interlayer slip and relative rotations of the layers’ cross sections (distortion), with particular attention devoted to the latter. Each kinematic field at the interface is related to a corresponding traction by means of a linear-elastic law. The novelty of the proposed model is the rotational stiffness at the interface, completely separate from the tangential stiffness, that can control the amount of interlayer distortion at the interface. The derived closed-form solutions allow an exact stiffnessmatrix for any case of admissible boundary conditions to be obtained, as well as for continuity conditions in the casewhere multiple elements with closed-form solutions are mutually connected. The application of the closed-form solutions for continuous interface (adhesive joints) or for discontinuous interface (shear connectors or adhesive defects) is presented. Accuracy and applicability of the closed-form solutions have been assessed in two representative numerical examples allowing to conclude that the rotational stiffness at the interface can strongly affect the behaviour of a two-layer beam.
Izvorni jezik
Engleski
Znanstvena područja
Temeljne tehničke znanosti
POVEZANOST RADA
Projekti:
HRZZ-IP-2016-06-4775 - Metoda usvojenih deformacija za konačne elemente slojevitih ploča i ljuski i njena primjena na probleme delaminacije (ASDEL) (Ribarić, Dragan, HRZZ - 2016-06) ( CroRIS)
Ustanove:
Građevinski fakultet, Rijeka
Profili:
Gordan Jelenić
(autor)
Citiraj ovu publikaciju:
Časopis indeksira:
- Current Contents Connect (CCC)
- Web of Science Core Collection (WoSCC)
- Science Citation Index Expanded (SCI-EXP)
- SCI-EXP, SSCI i/ili A&HCI
- Scopus