Review Article
Steel-Concrete Composite Bridges: Design, Life Cycle Assessment, Maintenance, and Decision-Making
Table 1
Summary of SCCB design publications.
| Ref. | Author | Topic | Cross section | Method |
| [15] | Nakamura et al. | Cross section designs | Twin girders | Experimental | [16] | Kim and Jeong | Cross section and shear connector design | Plate girder | Experimental and numerical | [17] | Xie et al. | Steel sections depth for midspan in concrete bridges | Box girder | Numerical | [18] | Kim and Jeong | Cross section and shear connector design | Plate girder | Experimental and numerical | [19] | Vasseghi | Shear connectors in negative bending region | Plate girder | Numerical | [20] | Shao et al. | Cross section design with reactive powder concrete | Box girder | Experimental and numerical | [21] | Wu et al. | Cross section U-shaped design | Box girder | Experimental and numerical | [22] | Nie et al. | Corrugated steel web cross section | Box girder | Experimental | [23] | Esteves et al. | Union between concrete and composite sections | Box girder | Numerical | [24] | Peng-Zhen et al. | Negative bending region | Twin girders | Experimental | [25] | Xie et al. | Steel sections length for midspan in concrete bridges | Box girder | Numerical |
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