Comparative Study for Buckling Resistance of Steel Sheets Provided with Stiffeners Used in Bridge Structures
The subject discussed in this paper is based on an experimental bridge model which was built to study the pre-critical and post-critical buckling behaviour of steel webs of box girders provided with longitudinal and transversal stiffeners. The article presents a comparison between the experimental r...
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| Format: | Article |
| Language: | English |
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Sciendo
2015-09-01
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| Series: | Mathematical Modelling in Civil Engineering |
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| Online Access: | https://doi.org/10.1515/mmce-2015-0010 |