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平面钢管桁架拱平面内稳定承载力的参数分析
引用本文:刘旭,黄政华,黄勇. 平面钢管桁架拱平面内稳定承载力的参数分析[J]. 贵州大学学报(自然科学版), 2013, 0(6): 118-121
作者姓名:刘旭  黄政华  黄勇
作者单位:贵州大学土木工程学院,贵阳550003
基金项目:贵州省科学技术基金黔科合J字[2011]2321号
摘    要:对平面钢管桁架拱采用有限元软件ANSYS进行分析,对影响平面钢管桁架拱平面内稳定性的高跨比、矢跨比、腹杆与弦杆外径的比值等几何参数进行研究,考虑了全跨、半跨竖向均布荷载的荷载效应。分别进行了特征屈曲分析、非线性分析,得到各项几何参数对平面钢管桁架拱的面内稳定承载力的影响程度,找出对平面钢管桁架拱平面内稳定性起控制作用的参数,并通过考虑用钢量得到最经济的参数取值范围。

关 键 词:平面钢管桁架拱  平面内稳定性  参数分析  经济性

Analysis on Influencing Factors for the In-Plane Stability Problems of Plane Tubular Truss-arch
LIU Xu,HUANG Zheng-hua,HUANG Yong. Analysis on Influencing Factors for the In-Plane Stability Problems of Plane Tubular Truss-arch[J]. Journal of Guizhou University(Natural Science), 2013, 0(6): 118-121
Authors:LIU Xu  HUANG Zheng-hua  HUANG Yong
Affiliation:(College of Civil Engineering, Guizhou University, Guiyang 550003, China)
Abstract:The finite element models of plane tubular trusses were discussed. By using the nonlinear finite element software ANSYS, the influencing factors for the in-plane stability problems of plane tubular trusses were studied. The influencing factors include depth-span ratio, rise span ratio, the ratio of web number and chord and lateral strut. Two types of vertical load were considered in the analysis, namely, full-span, half-span uniformly distributed load. The parameters of the control of the in-plane stability were found through buckling analysis and nonlinear analysis. And by considering the amount of steel, the range of economy parameters was found.
Keywords:plane tubular truss-arch  in-plane stability  parameter analysis  economy analysis
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