摘要
运用ANSYS有限元软件对风荷载作用下不同工况的铝合金塔架结构的受力性能进行了分析,并对塔架结构进行了优化.结果表明:风向角对铝合金塔架结构受力性能影响较大,0°风向角下,采用固接或铰接方式时,塔架结构所受应力均较小;45°风向角下,采用固接方式,塔架结构所受应力较大,导致结构破坏,采用铰接方式,塔架结构所受应力明显变小,可以满足设计要求.
The force performance of an aluminum alloy tower structure under wind load was analyzed by using ANSYS,and the optimization analysis was carried out. The results indicate that the effect of the incoming wind direction on the mechanical feature of the tower structure is obvious. The stress of the tower structure is small in the case of fixed and hinged connections at 0° wind direction angle. At wind direction angle 45° ,the stress of the tower structure in the case of fixed connection is large, which leads it to destroy. However, in the case of hinged type, the structural stress becomes small, which could meet the design requirements.
出处
《内蒙古师范大学学报（自然科学汉文版）》
CAS
北大核心
2017年第1期48-50,55,共4页
Journal of Inner Mongolia Normal University(Natural Science Edition)
基金
湖南省自然科学基金资助项目(2016JJ3117)
湖南省教育厅科研项目(15C1318)
湘潭大学自然科学研究项目(15XZX37)
关键词
铝合金塔架
风荷载
受力性能
风向角
二阶效应
aluminum alloy tower
wind load
force performance
incoming wind direction
secondorder effects
