Research Article
Study on Bending Performance of Epoxy Adhesive Prefabricated UHPC-Steel Composite Bridge Deck
Table 7
Load-deflection curve and load-slip curve information of specimen CD-ERA-P-λ4.44.
| Node | Load (kN) | Interfacial slip (mm) | Test | Model | Difference (%) | Test | Model | Difference (%) |
| A3 | 7.55 | 6.51 | | 0 | 0 | 0 | B3 | 43.73 | 45.98 | 5.15 | 0.96 | 1.06 | 10.42 | C3 | 38.46 | 39.61 | 2.99 | 1.33 | 1.36 | 2.26 | D3 | 15.10 | 14.25 | −5.63 | 1.36 | 1.37 | 0.74 | E3 | 15.48 | 14.52 | −6.20 | 3.95 | 3.99 | 1.01 |
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