Behavior of Perforated Shear Connectors in Steel–Concrete Composite Joints of Hybrid Bridges
AbstractPerforated shear connectors (PSCs) in steel–concrete composite joints are usually deeply embedded in concrete, and the perforated plate thickness varies significantly, which is different from those in a steel–concrete composite beam. In this study, two types of push-out tests (24 specimens i...
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Veröffentlicht in: | Journal of bridge engineering 2017-04, Vol.22 (4) |
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Format: | Artikel |
Sprache: | eng |
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Online-Zugang: | Volltext |
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