京津冀一体化背景下石家庄城市组团“指状网络”发展模式的区域经济分析 |
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引用本文: | 孟,祥,林.京津冀一体化背景下石家庄城市组团“指状网络”发展模式的区域经济分析[J].石家庄铁道学院学报(社会科学版),2015(2):1-9. |
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作者姓名: | 孟 祥 林 |
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作者单位: | 同济大学 建筑工程系;同济大学 建筑工程系 |
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基金项目: | 国家自然科学基金(51378381) |
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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。
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关 键 词: | 空腹桁架 T型节点 抗弯刚度 节点刚度 |
收稿时间: | 2013/10/12 0:00:00 |
Study on In plane Flexural Rigidity of T joint in Steel Tube Structures |
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Authors: | MENG Xiang lin |
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Institution: | Department of Building Engineering, Tongji University;Department of Building Engineering, Tongji University |
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Abstract: | 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. |
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Keywords: | vierendeel trusses T joints flexural rigidity joint stiffness |
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