Optimization of compressed stiffened flanges in bridge box girder cross section
Due to bending, flanges of steel box girder cross sections act as compression plates and require stiffeners. Using stability evidence from EN 1993-1-5, a parametric study was performed for six different types of stiffeners. The obtained diagrams show design buckling resistance stress for various pla...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Croatian Association of Civil Engineers
2017-06-01
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| Series: | Građevinar |
| Online Access: | https://doi.org/10.14256/JCE.1916.2016 |