Ćorak, Maro and Parunov, Joško and Teixeira, Ângelo Palos and Guedes Soares, Carlos (2010) Performance of the Common Structural Rules design formulations for the ultimate strength of uniaxially loaded plates and stiffened panels. = Performance of the Common Structural Rules design formulations for the ultimate strength of uniaxially loaded plates and stiffened panels. In: International Workshop "Advanced Ship Design for Pollution Prevention", ASDEPP 2010, 23-24.11.2009., Split; Croatia.
Full text not available from this repository.Abstract
The paper deals with application of the nonlinear finite element analysis for collapse assessment of uniaxially loaded plates and stiffened panels of ship structures. Consideration is given to models extension, boundary conditions, mesh size and initial imperfections appropriate for collapse analyses. The load-end shortening curves of plates and stiffened panels computed by nonlinear finite element analysis are compared with those proposed in Common Structural Rules. © 2010 Taylor & Francis Group, London.
| Item Type: | Conference or Workshop Item (Lecture) |
|---|---|
| Keywords (Croatian): | Collapse analysis; Common structural rules; Design formulation; Initial imperfection; Mesh size; Non-linear finite-element analysis; Ship structure; Stiffened panel; Ultimate strength; Design; Finite element method; Pollution; Shipbuilding; Plates (structural components) |
| Subjects: | TECHNICAL SCIENCE > Shipbuilding |
| 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: | 5 (04.10.2017.) |
| Date Deposited: | 15 Apr 2015 12:21 |
| Last Modified: | 04 Oct 2017 12:24 |
| URI: | http://repozitorij.fsb.hr/id/eprint/3628 |
Actions (login required)
 |
View Item |
Citations:
Citations: