薛滨, 陈勇, 陈聪, 张文杰, 郭勇, 王激扬, 孙炳楠. 拉弯荷载下钢管杆塔内外法兰设计计算方法[J]. 工程力学, 2017, 34(10): 76-86. DOI: 10.6052/j.issn.1000-4750.2016.05.0382
引用本文: 薛滨, 陈勇, 陈聪, 张文杰, 郭勇, 王激扬, 孙炳楠. 拉弯荷载下钢管杆塔内外法兰设计计算方法[J]. 工程力学, 2017, 34(10): 76-86. DOI: 10.6052/j.issn.1000-4750.2016.05.0382
XUE Bin, CHEN Yong, CHEN Cong, ZHANG Wen-jie, GUO Yong, WANG Ji-yang, SUN Bing-nan. CALCULATION METHOD FOR DESIGN OF INNER-AND-OUTER FLANGE JOINTS SUBJECTED TO TENSION AND BENDING LOADS IN TUBULAR TOWERS AND POLES[J]. Engineering Mechanics, 2017, 34(10): 76-86. DOI: 10.6052/j.issn.1000-4750.2016.05.0382
Citation: XUE Bin, CHEN Yong, CHEN Cong, ZHANG Wen-jie, GUO Yong, WANG Ji-yang, SUN Bing-nan. CALCULATION METHOD FOR DESIGN OF INNER-AND-OUTER FLANGE JOINTS SUBJECTED TO TENSION AND BENDING LOADS IN TUBULAR TOWERS AND POLES[J]. Engineering Mechanics, 2017, 34(10): 76-86. DOI: 10.6052/j.issn.1000-4750.2016.05.0382

拉弯荷载下钢管杆塔内外法兰设计计算方法

CALCULATION METHOD FOR DESIGN OF INNER-AND-OUTER FLANGE JOINTS SUBJECTED TO TENSION AND BENDING LOADS IN TUBULAR TOWERS AND POLES

  • 摘要: 针对内外法兰在拉弯荷载下的力学行为及承载力计算方法进行研究。基于平截面假定推导了半解析计算方法,并将该方法的计算结果与非线性有限元分析结果进行了比较验证。通过研究旋转轴、中性轴和承载力随轴向拉力变化,揭示了其在拉弯荷载下的受力特征。最后对一系列内外法兰的承载力进行计算和分析,总结了拉弯荷载下的设计计算方法。研究表明,内外法兰的抗弯承载力随拉力的增加而减少。与有限元分析相比,半解析计算方法具有足够的计算精度,更高的计算效率。论文所提出的设计计算方法较传统刚性法兰承载力计算理论更为准确和可靠,为内外法兰设计计算提供了依据。

     

    Abstract: The bearing capacity and mechanical behavior of inner-and-outer flanges subjected to tension and bending loads are studied. A semi-analytic computing method is derived based on plane-section assumption. The results achieved by this method are compared with those obtained using nonlinear finite element analysis (FEA). Mechanical characteristics of the inner-and-outer flange are revealed through investigation on the variation of rotation axis, neutral axis and bearing capacity with the axial tension force. Finally, the bearing capacities of a series of inner-and-outer flanges are computed and analyzed, and a calculation method is proposed for design of an inner-and-outer flange subjected to tension and bending loads. It is found that the flexural capacity of the inner-and-outer flange would decrease with an increasing tension force. Compared with FEA, the semi-analytic method has sufficient accuracy and higher computational efficiency. The proposed calculation method for design has higher reliability and accuracy, compared with the traditional method for computing the bearing capacity of rigid outer flanges. It can provide the basis for the design and calculation of inner-and-outer flanges.

     

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