栓钉高度对栓钉连接件抗剪性能的影响
汪劲丰,张爱平,王文浩

Effects of stud height on shear behavior of stud connectors
Jin-feng WANG,Ai-ping ZHANG,Wen-hao WANG
表 3 栓钉连接件的推出试验结果
Tab.3 Push-out test results of stud connectors
试件分组 hs /ds N0 /kN Nu /kN ρ ks /(kN·mm−1)
试件1 试件2 均值 试件1 试件2 均值 试件1 试件2 均值
STUD1 5.0 41.3 42.0 41.6 66.8 65.3 66.0 0.63 206.3 210.0 208.1
STUD2 7.5 46.0 49.9 47.9 95.0 80.5 87.8 0.55 230.0 249.4 239.7
STUD3 10.0 45.0 57.3 51.1 97.0 88.8 92.9 0.55 225.0 286.3 255.6
STUD4 12.5 58.3 45.5 51.9 113.3 92.5 102.9 0.50 291.3 227.5 259.4
STUD5 5.3 45.7 50.7 48.2 79.8 90.1 84.9 0.57 228.6 253.6 241.1
STUD6 7.9 68.5 84.0 76.3 131.8 131.3 131.5 0.58 342.5 420.0 381.3
STUD7 10.5 79.3 78.3 78.8 138.0 155.0 146.5 0.54 396.3 391.3 393.8
STUD8 13.2 74.5 76.0 75.3 141.4 154.5 147.9 0.51 372.5 380.0 376.3
STUD9 4.5 84.4 89.3 86.8 143.3 122.3 132.8 0.65 422.1 446.3 434.2
STUD10 7.3 106.3 113.0 109.7 165.5 174.7 170.1 0.64 531.5 565.0 548.3
STUD11 10.0 107.9 119.6 113.7 176.3 191.6 183.9 0.62 539.4 597.9 568.6
STUD12 12.7 116.7 114.5 115.6 216.4 195.8 206.1 0.56 583.7 572.5 578.1