摘要
为使抗拉剪摩擦型高强度螺栓连接的设计计算更趋合理、简便,分析了由弯矩作用引起的受压区板门压紧力变化对连接承载力的影响,提出了弯矩与剪力共同作用时和弯矩、轴力与剪力共同作用时的摩擦型高强度螺栓连接承载力的计算公式及其简化式.
In order to make that the design calculation of friction-type high-strength bolt connection is more reasonable and convenient,the author considered the influence of damping frce variation by momentcausing between the plates.The bearing capecity of the connection is analysed.The simplified formulae of the bearing capecity is given when the connection simultaneously subjected to moment and shear,and to moment,axial pulling force and shear.
出处
《工业建筑》
CSCD
北大核心
1996年第8期20-24,共5页
Industrial Construction
关键词
钢结构
高强度螺栓
弯矩
剪力
承载力
high-strength.bolt
moment
shear
simultaneously act
bearing capacity