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.

NodeLoad (kN)Interfacial slip (mm)
TestModelDifference (%)TestModelDifference (%)

A37.556.51000
B343.7345.985.150.961.0610.42
C338.4639.612.991.331.362.26
D315.1014.25−5.631.361.370.74
E315.4814.52−6.203.953.991.01