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悬拉空腹桁架拉角与吊距对其力学性能的影响
引用本文:李亚娥,伍志珍.悬拉空腹桁架拉角与吊距对其力学性能的影响[J].甘肃科学学报,2009,21(1):135-138.
作者姓名:李亚娥  伍志珍
作者单位:兰州理工大学,土木工程学院,甘肃,兰州,730050
摘    要:重点分析了拉角与吊距变化对悬臂空腹桁架的内力和变形的影响.采用有限元分析软件ANSYS计算同一悬挑长度在同一吊距下,选用不同拉角以及同一拉角下,选用不同吊距时构件的内力和变形,并通过分析比较得出拉角和吊距大小对悬拉空腹桁架的力学性能具有显著影响.

关 键 词:悬拉结构  拉角  吊距  空腹桁架

Influence of Tension Angles and Distance of Hanging Point and Fulcrum on Mechanical Properties of Cantilevered Cable-stayed Vierendeel Truss
LI Yae,WU Zhi-zhen.Influence of Tension Angles and Distance of Hanging Point and Fulcrum on Mechanical Properties of Cantilevered Cable-stayed Vierendeel Truss[J].Journal of Gansu Sciences,2009,21(1):135-138.
Authors:LI Yae  WU Zhi-zhen
Institution:(School of Civil Engineering ,Lanzhou University of Science and Technology ,Lanzhou 730050,China)
Abstract:The emphasis is laid on the analysis of influence of tension angles and distance of hanging point and fulcrum on mechanical properties of cantilevered cable-stayed VierendeeI truss. When the tension angle is changed,the FEA analysis software of ANSYS is used to calculate the internal force and deformation of the component with the same length and the same distance of hanging point and fulcrum. In addition,when the hanging point is moved,we also use it to calculate the internal force and deformation of the component with the same length and the same tension angle. By means of analysis and comparison,we have found that the influence of tension angles and position of hanging point on mechanical properties of cantilevered cablestayed Vierendeel truss is very remarkable.
Keywords:cantilevered tension structure  tension angle  distance of hanging point and fulcrum  Vierendeel truss
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