为明确剪力钉连接件在拉剪荷载作用下的力学性能，开展了5组受拉、受剪和拉剪共同作用模型试验，结合有限元模型，探讨了混凝土强度和剪力钉尺寸对抗剪承载力的影响，提出了拉剪共同作用剪力钉连接件荷载-滑移关系式和抗剪承载力计算公式。结果表明：当拉力施力比从0增到0.6时，剪切刚度下降69%，弹性极限荷载与抗剪承载力的比值从0.55下降至0.24，抗剪承载力下降31%；混凝土强度和拉力施力比对剪力钉抗剪承载力的影响具有相关性。本文提出的拉剪共同作用剪力钉连接件荷载-滑移关系式和抗剪承载力计算公式可应用于工程设计和计算。

In order to understand the mechanical properties of shear stud connectors under combined tension and shear loading， five groups of model tests were tested， including uniaxial pull-out tests， uniaxial push-out tests， and combined tension and shear loading tests. Combined with finite element models， influence of concrete strength and stud size on shear capacity were analyzed， and the load-slip relationship， the ultimate shear capacity formula of shear stud connectors under tension and shear loading were proposed. The results show that as the applied tensile force ratio increase to 0.6， the shear stiffness reduces 69%； and the ratio of ultimate elastic capacity to ultimate shear capacity reduces from 0.55 to 0.24， and the ultimate shear capacity reduces 31%. The effects of concrete strength and tensile force ratio on the shear capacity of shear stud connectors are correlated. The proposed load-slip relationship and ultimate shear capacity formula under tension and shear loading can be applied to engineering design and calculation.