Contribution of longitudinal stiffener rigidity and position to bridge girder integrity
To increase the elastic critical load of a plate, such as I-shaped cross-welded section of bridge girders, slenderness is usually reduced by dividing the web into subpanels, by means of transversal stiffeners and a longitudinal stiffener to increase flexural and torsional stiffness. The optimal solu...
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| Format: | Article |
| Language: | English |
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Gruppo Italiano Frattura
2019-03-01
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| Series: | Fracture and Structural Integrity |
| Subjects: | |
| Online Access: | https://www.fracturae.com/index.php/fis/article/view/2266 |
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