Research Article
Study on Bending Performance of Epoxy Adhesive Prefabricated UHPC-Steel Composite Bridge Deck
Table 8
Load-deflection curve and load-slip curve information of specimen CD-ERA-P-λ3.33.
| Node | Load (kN) | Interfacial slip (mm) | Test | Model | Test | Test | Model | Difference (%) |
| A3 | 5.01 | 4.47 | −10.78 | 0 | 0 | 0 | B3 | 62.20 | 60.68 | −2.44 | 1.35 | 1.30 | −3.70 | C3 | 58.88 | 55.74 | −5.33 | 1.69 | 1.52 | −10.06 | D3 | 19.92 | 21.85 | 9.69 | 1.71 | 1.53 | −10.53 | E3 | 22.61 | 20.64 | −8.71 | 4.00 | 3.99 | −0.25 |
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