Research Article
Study on Bending Performance of Epoxy Adhesive Prefabricated UHPC-Steel Composite Bridge Deck
Table 5
Load-slip curve information of specimens.
| Ratio of shear span to depth | Specimen | (kN) | (%) | (mm) | (%) |
| 4.44 | CD-ER-P-λ4.44 | 36.94 | 0 | 0.179 | 0 | CD-ERG-P-λ4.44 | 43.70 | 18.3 | 0.071 | -60.3 | CD-ERA-P-λ4.44 | 44.73 | 21.1 | 0.762 | 325.7 |
| 3.33 | CD-ER-P-λ3.33 | 59.95 | 0 | 0.501 | 0 | CD-ERG-P-λ3.33 | 65.19 | 8.74 | 0.044 | -91.2 | CD-ERA-P-λ3.33 | 62.20 | 3.75 | 0.591 | 18.0 |
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