The method of strengthening adhesive-bolted steel plates is widely used in various strengthening projects due to its advantages of slight damage to the original structure, convenient construction, and wide application. However, the strengthening effect is greatly limited by the stripping failure of the steel-adhesive-concrete interface. Some researchers have studied the shear behaviour of the anchor bolts and adhesive layer on the interface. While developing an accurate model to predict the behaviour of the hybrid connection interface is still a large challenge. In this paper, shear tests were carried out on push-out test specimens with three different interface connection forms to investigate the failure mechanism of the adhesive-bolted steel plate composite connection interface. The failure process and failure mode of various interfaces were summarized. Moreover, the ultimate strength, load vs. slips curve, interface strain, and stiffness degradation were discussed. The obtained results indicate that anchor bolts could limit the transfer of interfacial shear stress, and the interface with a larger anchor bolt diameter possesses better plasticity, greater average stiffness, and could bear a high shear force after multiple stripping. The interfacial ultimate shear capacity depends on the relative strength of the anchor bolts and adhesive layer. For the interface with lower strength anchor bolts, the interface strength depends on the strength of the adhesive layer. For the interface with higher strength anchor bolts, the interface strength depends on the anchor bolts and the area of the unpeeled adhesive layer before the failure of the interface. Subsequently, the design method for estimating the shear strength of the interface with sufficient efficiency was proposed based on the data analysis.
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