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• W2182124204 abstract "Author(s) Title Number of Pages Date Pia Vuorela Buckling check Tools for Plate Panel and Column Structures 54 pages 7 May 2014 Degree Bachelor of Engineering Degree Programme Automotive and Transport Engineering Specialisation option Automotive Design Instructor(s) Samuli Riihimaki, Structural Analyst Jyrki Kullaa, Principal Lecturer Buckling is, besides yielding, one of the major causes of failures in structures, and buckling checks are therefore an integral part of strength analyses. Checks can be performed either with methods requiring heavy numerical calculations or with equations based on rules and recommendations from a classification society. Numerical calculations are extremely timeconsuming and commercial buckling check programs are expensive. There is therefore a need for buckling check tools based on the recommendations of a classification society that are fast to use and easy to share. The work presented in this thesis is based on the rules and recommendations of DNV (Det Norske Veritas). Eight Excel-based buckling tools to be used for stability analyses of plated and column structures were created. They cover the flexural buckling of columns, buckling of unstiffened plates and buckling of plates stiffened in one direction. The tools for unstiffened and stiffened plates cover the load cases of uniform and linear varying longitudinal and transverse compression, lateral load, shear and biaxially loaded with shear. The effective width method is presented, because the rules and recommendations of DNV are based on this theory. The theory part of the thesis also covers the Finite Element Method (FEM), as the results from the created tools were compared to those from FEM-analyses. The results from the tools were verified with hand calculations and tested to be in line with certain basic results of buckling of plates and columns known to be true. In addition, the results from the tool for stiffened plates were compared with those from an old project. These comparisons showed that the results from the FEM-analyses were generally more conservative for slender plates whereas the results from the buckling check tools were generally more conservative for thicker plates. The buckling resistance calculated by the tools did not exceed the yield strength. While the results from the tests and comparison where mostly in line with what was expected, a few unforeseen outcomes are presented, and reasons for them discussed. As future work it would be recommended to expand the tools to cover plates with cutouts as they could not be included in this thesis due to currently unreliable rules. Additional tools for varying boundary conditions as well as plates stiffened in two directions would also be welcomed." @default.
• W2182124204 created "2016-06-24" @default.
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• W2182124204 date "2014-01-01" @default.
• W2182124204 modified "2023-09-27" @default.
• W2182124204 title "Buckling Check Tools for Plate Panel and Column Structures" @default.
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