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高强角钢塔双肢连接受压主材构件稳定性能研究进展
引用本文:钟 雯,曹现雷,曹平周.高强角钢塔双肢连接受压主材构件稳定性能研究进展[J].华北水利水电学院学报,2014(1):46-50.
作者姓名:钟 雯  曹现雷  曹平周
作者单位:[1]安徽工业大学建筑工程学院,安徽马鞍山243000 [2]河海大学土木与交通学院,江苏南京210098
基金项目:国家自然科学基金项目(51208002);安徽省高校省级自然科学研究项目(KJ2012A047);中国博士后科学基金资助项目;住房和城乡建设部科学技术计划资助项目.
摘    要:铁塔结构使用高强钢,能减轻结构自重,降低造价,节约能源,利于环保,具有良好的经济和社会效益.介绍了国内外学者针对高强钢铁塔双肢连接主材受压构件稳定受力性能方面取得的研究成果,从高强钢初始残余应力、钢材强度等级、板件局部屈曲性能、构件端部约束,以及构件整体失稳与板件局部屈曲的相关性等方面,分析了影响其稳定受力性能的因素及原因,为此类铁塔结构进一步的研究及设计提供参考.

关 键 词:高强角钢塔  稳定性能  研究现状  设计

Research Progress on Stability Behavior for Main Members Connected to High Strength Steel Angle Tower with Two Legs
ZHONG Wen,CAO Xian-lei,CAO Ping-zhou.Research Progress on Stability Behavior for Main Members Connected to High Strength Steel Angle Tower with Two Legs[J].Journal of North China Institute of Water Conservancy and Hydroelectric Power,2014(1):46-50.
Authors:ZHONG Wen  CAO Xian-lei  CAO Ping-zhou
Affiliation:1. School of Civil Engineering and Architecture, Anhui University of Technology, Ma'anshan 243002, 2. College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China)
Abstract:The application of high strength steel in angle tower structures can reduce the structure weight and cost, save energy, protect environment and achieve good economic and social benefits. In the paper, recent researches on stability behavior of main members con- nected to high strength steel angle tower with two legs were comprehensively reviewed. The influence factors and causes of stability per- formance also were studied, including the initial residual stress of high strength steel, steel strength grades, the local buckling perform-ance of plates, the end restraint, and the correlation influence between plate local buckling and the overall instability of compression member. It may provide a reference for both relevant investigations and proposal of design idea.
Keywords:high strength steel angle tower  stability behavior  research progress  design
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