Elastic shear buckling capacity of the longitudinally stiffened flat panels

Kitarović, Stanislav and Andrić, Jerolim and Pirić, Karlo (2015) Elastic shear buckling capacity of the longitudinally stiffened flat panels. = Elastic shear buckling capacity of the longitudinally stiffened flat panels. In: 5th International Conference on Marine Structures, 25.-27.03.2015., Southampton, UK.

[img]
Preview
Text
1427828308-0-marstruct2015-skjakp-053.pdf - Published Version Jezik dokumenta:English

Download (2MB) | Preview
Official URL: http://bib.irb.hr/prikazi-rad?rad=758845

Abstract

Various feasible approaches to the increase of the flat plate elastic shear buckling capacity are investigated. Based on derived theoretical envelopes of the considered approaches, stiffening parallel to the longer plate edges is identified as the most effective approach to the considered problem. An accompanying analytical formulation is approximated in a form convenient for utilization in structural analysis and design of the plated structures. All derived conclusions and proposed formulations are based on results of the numerous rationally designed numerical simulations utilizing the finite element method.

Item Type: Conference or Workshop Item (Lecture)
Keywords (Croatian): Elastic shear buckling, (un)stiffened panel, finite element method
Subjects: TECHNICAL SCIENCE > Aviation, rocket and space technology
Divisions: 600 Department of Naval Engineering and Marine Technology > 620 Chair of Marine Structures Design
Indexed in Web of Science: No
Indexed in Current Contents: No
Citations SCOPUS: 0 (13.10.2017.)
Date Deposited: 28 Jun 2016 11:08
Last Modified: 13 Oct 2017 13:55
URI: http://repozitorij.fsb.hr/id/eprint/5963

Actions (login required)

View Item View Item

Downloads

Downloads per month over past year

Nema podataka za dohvacanje citata