Pregled bibliografske jedinice broj: 53959
Computational non-linear analysis of structural stability
Computational non-linear analysis of structural stability // Bulletins for Applied and Computer Mathematics, 88 (1999), 1613; 15-24 (podatak o recenziji nije dostupan, članak, znanstveni)
CROSBI ID: 53959 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Computational non-linear analysis of structural stability
Autori
Turkalj, Goran ; Brnić, Josip
Izvornik
Bulletins for Applied and Computer Mathematics (0133-3526) 88
(1999), 1613;
15-24
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
structural stability; non-linear analysis; finite rotations; thin-walled beams; finite element method
Sažetak
The paper presents the non-linear stability analysis using finite element method and updated Lagrangian incremental formulation. In the case of thin-walled beam finite element with doubly symmetric open cross-section the tangent stiffness matrix is obtained including the second-order terms of finite rotations. Material is assumed to be linear elastic. Obtained numerical results are compared with those from the linear stability analysis.
Izvorni jezik
Engleski
Znanstvena područja
Brodogradnja, Građevinarstvo, Strojarstvo
Citiraj ovu publikaciju:
Uključenost u ostale bibliografske baze podataka::
- Zentralblatt MATH
