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Pregled bibliografske jedinice broj: 772144

Simplified procedure for the free vibration analysis of rectangular plate structures with holes and stiffeners


Cho, Dae Seung; Vladimir, Nikola; Choi, Tae Muk
Simplified procedure for the free vibration analysis of rectangular plate structures with holes and stiffeners // Polish Maritime Research, 22 (2015), 2(86); 71-78 doi:10.2478/pomr-2015-0019 (međunarodna recenzija, članak, znanstveni)


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Naslov
Simplified procedure for the free vibration analysis of rectangular plate structures with holes and stiffeners

Autori
Cho, Dae Seung ; Vladimir, Nikola ; Choi, Tae Muk

Izvornik
Polish Maritime Research (1233-2585) 22 (2015), 2(86); 71-78

Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni

Ključne riječi
Energy approach; Plate with hole; Stiffened panel; Thick plate; VAPS software; Free vibration analysis

Sažetak
Thin and thick plates, plates with holes, stiffened panels and stiffened panels with holes are primary structural members in almost all fields of engineering: civil, mechanical, aerospace, naval, ocean etc. In this paper, a simple and efficient procedure for the free vibration analysis of such elements is presented. It is based on the assumed mode method and can handle different plate thickness, various shapes and sizes of holes, different framing sizes and types as well as different combinations of boundary conditions. Natural frequencies and modes are determined by solving an eigenvalue problem of a multi-degree-of-freedom system matrix equation derived by using Lagrange's equations. Mindlin theory is applied for a plate and Timoshenko beam theory for stiffeners. Applicability of the method in the design procedure is illustrated with several numerical examples obtained by the developed in-house code VAPS. Very good agreement with standard commercial finite element software is achieved.

Izvorni jezik
Engleski

Znanstvena područja
Brodogradnja, Građevinarstvo, Strojarstvo



POVEZANOST RADA


Ustanove:
Fakultet strojarstva i brodogradnje, Zagreb

Profili:

Avatar Url Nikola Vladimir (autor)

Poveznice na cjeloviti tekst rada:

doi

Citiraj ovu publikaciju:

Cho, Dae Seung; Vladimir, Nikola; Choi, Tae Muk
Simplified procedure for the free vibration analysis of rectangular plate structures with holes and stiffeners // Polish Maritime Research, 22 (2015), 2(86); 71-78 doi:10.2478/pomr-2015-0019 (međunarodna recenzija, članak, znanstveni)
Cho, D., Vladimir, N. & Choi, T. (2015) Simplified procedure for the free vibration analysis of rectangular plate structures with holes and stiffeners. Polish Maritime Research, 22 (2(86)), 71-78 doi:10.2478/pomr-2015-0019.
@article{article, author = {Cho, Dae Seung and Vladimir, Nikola and Choi, Tae Muk}, year = {2015}, pages = {71-78}, DOI = {10.2478/pomr-2015-0019}, keywords = {Energy approach, Plate with hole, Stiffened panel, Thick plate, VAPS software, Free vibration analysis}, journal = {Polish Maritime Research}, doi = {10.2478/pomr-2015-0019}, volume = {22}, number = {2(86)}, issn = {1233-2585}, title = {Simplified procedure for the free vibration analysis of rectangular plate structures with holes and stiffeners}, keyword = {Energy approach, Plate with hole, Stiffened panel, Thick plate, VAPS software, Free vibration analysis} }
@article{article, author = {Cho, Dae Seung and Vladimir, Nikola and Choi, Tae Muk}, year = {2015}, pages = {71-78}, DOI = {10.2478/pomr-2015-0019}, keywords = {Energy approach, Plate with hole, Stiffened panel, Thick plate, VAPS software, Free vibration analysis}, journal = {Polish Maritime Research}, doi = {10.2478/pomr-2015-0019}, volume = {22}, number = {2(86)}, issn = {1233-2585}, title = {Simplified procedure for the free vibration analysis of rectangular plate structures with holes and stiffeners}, keyword = {Energy approach, Plate with hole, Stiffened panel, Thick plate, VAPS software, Free vibration analysis} }

Časopis indeksira:


  • Web of Science Core Collection (WoSCC)
    • Science Citation Index Expanded (SCI-EXP)
    • SCI-EXP, SSCI i/ili A&HCI
  • Scopus


Citati:





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