Miscellanea
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Vol. 13, No. 48 (2019) pp. 459-472
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…