关于凹形截面梁的面内弯曲稳定问题  

Bending Stability of Beams with U-section

作　　者：李开禧[1] 戴国欣[1] 崔佳[1] 

机构地区：[1]重庆建筑大学,630045

出　　处：《建筑结构》1997年第10期21-22,共2页Building Structure

摘　　要：讨论了凹形截面梁由于积水所产生弯曲变形的附加效应.当梁的刚度较小时,积水荷载和弯曲挠度两者之间相互促进,甚至可能形成恶性循环,从而引起梁的断裂.当前,大跨空间薄壁结构在工程中的应用日益广泛,研究由于积水荷载引起梁在面内弯曲失稳的概念和控制方法,具有重要的实用价值.Thin-wall structures like U-section beams are easy to gather water. The force of water causes beams bending. Due to the bending deformation of beams, more water will gather in the roof. The interaction of water and deformation will make beams collapse. The additional effect of bending deflection caused by water is discussed.

关 键 词：积水荷载 薄壁构件 凹形截面梁 弯曲稳定 

分 类 号：TU338.01[建筑科学—结构工程]