Pregled bibliografske jedinice broj: 611165
Finite element formulation of different restoring stiffness issues and their influence on response
Finite element formulation of different restoring stiffness issues and their influence on response // Ocean engineering, 59 (2013), 198-213 doi:10.1016/j.oceaneng.2012.12.026 (međunarodna recenzija, članak, znanstveni)
CROSBI ID: 611165 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Finite element formulation of different restoring stiffness issues and their influence on response
Autori
Senjanović, Ivo ; Hadžić, Neven ; Bigot Fabien
Izvornik
Ocean engineering (0029-8018) 59
(2013);
198-213
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
hydroelasticity; restoring stiffness; finite element method; barge response
Sažetak
Two different restoring stiffness formulations for ship hydroelastic analysis are considered, i.e. consistent one, as an extension of the ordinary restoring stiffness in ship rigid body motion in waves, and another structurally oriented one which comprises geometric stiffness with ship stress distribution in calm sea. In order to increase the accuracy of the stiffness coefficients in modal analysis the finite element technique is employed. Triangular and rectangular finite elements are worked out for panels of wetted surface and structural members, i.e. plates and beams. The geometric stiffness matrix consists of three parts, one related to plate deflection, well-known in buckling analysis, and two additional for membrane displacements, which complete expression for ship stability. For all three parts the same shape functions of membrane displacements are used due to reason of simplicity. A special software for generation of restoring stiffness is developed and incorporated in package for ship hydroelastic analysis. The hydroelastic response of a thin-walled barge is determined by employing the consistent restoring stiffness in two variants, i.e. with distributed structural mass and lumped masses, and the complete restoring stiffness. The response includes the transfer functions of rigid body and elastic modes, and those for vertical, horizontal and torsional sectional forces. Moderate differences of three sets of calculations are noticed in a narrow region of the lower frequency range. Some valuable conclusions based on that numerical test are drawn.
Izvorni jezik
Engleski
Znanstvena područja
Brodogradnja
POVEZANOST RADA
Projekti:
120-1201703-1704 - Opterećenje i odziv brodskih konstrukcija (SENJANOVIC, Ivo, MZOS ) ( CroRIS)
Ustanove:
Fakultet strojarstva i brodogradnje, Zagreb
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