A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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 in total) were conducted to compare the mechanical behavior of PSCs used in steel–concrete composite joints with that in composite beams. The testing variables include the push-out test arrangement, plate thickness, and concrete compressive strength. The experimental results are presented and discussed, focusing on the shear resistance, load-slip behavior, and failure modes. Finally, the experimental results were compared with existing shear resistance equations to evaluate their applicability for PSCs in composite joints.
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 in total) were conducted to compare the mechanical behavior of PSCs used in steel–concrete composite joints with that in composite beams. The testing variables include the push-out test arrangement, plate thickness, and concrete compressive strength. The experimental results are presented and discussed, focusing on the shear resistance, load-slip behavior, and failure modes. Finally, the experimental results were compared with existing shear resistance equations to evaluate their applicability for PSCs in composite joints.
Behavior of Perforated Shear Connectors in Steel–Concrete Composite Joints of Hybrid Bridges
Li, Xiaozhen (author) / John Ma, Zhongguo / Xiao, Lin
2017
Article (Journal)
English
BKL:
56.23
Brückenbau
Behavior of Perforated Shear Connectors in Steel–Concrete Composite Joints of Hybrid Bridges
| Online Contents | 2016
Behavior of Perforated Shear Connectors in Steel-Concrete Composite Joints of Hybrid Bridges
| British Library Online Contents | 2017
Shear connectors in steel-concrete composite beams for bridges -- 2
| Engineering Index Backfile | 1967