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Download statistics - Document (COUNTER):
Garifullin, M.; Nackenhorst, U.: Computational analysis of cold-formed steel columns with initial imperfections. In: Procedia Engineering 117 (2015), Nr. 1, S. 1078-1084. DOI: https://doi.org/10.1016/j.proeng.2015.08.239
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Selected time period:
Sum total of downloads: 294
| Abstract: | |
Cold-formed steel (CFS) structures experience very complicated buckling and post-buckling performance. The presence of any kind of uncertainties complicates the calculation of such structures. Thin-walled CFS members are known to be particularly vulnerable to the influence of initial geometric imperfections. These imperfections may be the outcome of the manufacturing process, shipping and storage or the construction process. The article provides the results of nonlinear buckling analyses of CFS C-shaped compressed columns and evaluates the influence of imperfections on the load-bearing capacity of the tested members. | |
| License of this version: | CC BY-NC-ND 4.0 Unported |
| Document Type: | Article |
| Publishing status: | publishedVersion |
| Issue Date: | 2015 |
| Appears in Collections: | Fakultät für Bauingenieurwesen und Geodäsie |
distribution of downloads over the selected time period:
downloads by country:
| pos. | country | downloads | ||
|---|---|---|---|---|
| total | perc. | |||
| 1 |  |
Germany | 134 | 45.58% |
| 2 |  |
United States | 29 | 9.86% |
| 3 |  |
India | 19 | 6.46% |
| 4 |  |
China | 19 | 6.46% |
| 5 |  |
Russian Federation | 10 | 3.40% |
| 6 |  |
United Kingdom | 7 | 2.38% |
| 7 |  |
Vietnam | 6 | 2.04% |
| 8 |  |
France | 6 | 2.04% |
| 9 |  |
Turkey | 5 | 1.70% |
| 10 |  |
Indonesia | 5 | 1.70% |
| other countries | 54 | 18.37% | ||
Further download figures and rankings:
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