组合桥面板切应力分布规律及横向剪力钉布置
张连振,宋谋,李玉生,樊文胜,吴红林

Distribution law of shear stress of composite bridge deck and arrangement of transverse shear stud
Lianzhen ZHANG,Mou SONG,Yusheng LI,Wensheng FAN,Honglin WU
表 6 单排剪力钉承担的纵向剪力和
Tab.6 Sum of longitudinal shear force by single row shear stud
剪力钉布置方式Vz/N
奇数均匀布置4384.50
偶数均匀布置4357.17
非均匀布置4778.57
现有理论计算9689.45