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钢管塔塔柱与腹杆插板连接点的弹性受力分析
引用本文:李明浩,马人乐.钢管塔塔柱与腹杆插板连接点的弹性受力分析[J].特种结构,2002,19(3):15-17.
作者姓名:李明浩  马人乐
作者单位:同济大学土木工程学院,上海,200092
摘    要:本文根据薄壁圆柱壳的有矩理论推导了塔柱在节点板造成的横向弯矩作用下的内力和变形公式 ,计算并比较了 4种截面的塔柱在轴力和附加横向弯矩共同作用下的内力 ,同时 ,讨论了该横向弯矩造成的局部应力对塔柱的影响 ,并比较了不同节点板尺寸和塔柱中最大复合应力的关系。

关 键 词:钢管塔  塔柱  插板连接  局部应力  弹性分析

Elastic Analysis of Effect of Gusset on Column Shaft of Steel Tubular Towers
Li Minghao,Ma Renle.Elastic Analysis of Effect of Gusset on Column Shaft of Steel Tubular Towers[J].Special Structures,2002,19(3):15-17.
Authors:Li Minghao  Ma Renle
Affiliation:Li Minghao Ma Renle
Abstract:Based on the moment theory of thin shell cylinder,internal forces and deformations of column shaft under the effect of gusset are formulated.And in this paper internal forces of tower columns with four different sections are calculated on the action of axial forces and additional bending moments.Meanwhile,the influence of local stress caused by the additional transverse moment on the column shaft is carefully discussed.The relationship between the sizes of gussets and the maximum combined stresses in column shafts has also been investigated in this paper.
Keywords:Steel tubular towers  Column shaft  Plugboard connection  Local stress  Elastic analysis
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