钢管结构中T型节点平面内抗弯刚度分析
Study on In plane Flexural Rigidity of T joint in Steel Tube Structures
投稿时间:2013-10-12  
中文关键词:空腹桁架  T型节点  抗弯刚度  节点刚度
英文关键词:vierendeel trusses  T joints  flexural rigidity  joint stiffness
基金项目:国家自然科学基金(51378381)
作者单位
陈俊岭 同济大学 建筑工程系 
黄皇 同济大学 建筑工程系 
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中文摘要:
      空腹钢管桁架结构在实际工程中应用非常普遍,T型相贯节点的平面内抗弯刚度对结构的受力性能有很大影响。以空腹桁架中的平面T型节点为研究对象,采用通用有限元软件ANSYS对其抗弯刚度和极限承载力进行计算,得到各无量纲参数与T型节点平面内抗弯刚度之间的关系。通过与国内外现有计算公式的对比,给出T型钢管节点刚度判别的参考方法。
英文摘要:
      Vierendeel tubular trusses are widely used in actual projects because of its concise appearance. However, the in plane flexural behavior of T joints has great influence on the mechanical property of steel vierendeel trusses. The general finite element software ANSYS is used to analyze the flexural rigidity and ultimate capacity of T joints. The relationship between nondimensional parameters and its in plane flexural rigidity is obtained. The flexural rigidity assessment method of T joints is proposed through comparison of finite element results and the results from current domestic and foreign criterions.
陈俊岭,黄皇.钢管结构中T型节点平面内抗弯刚度分析[J].石家庄铁道大学学报(自然科学版),2015,(2):1-6.
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