刘百国. 超静定轴力计算的新方法[J]. 力学与实践, 2010, 32(6): 80-82. DOI: 10.6052/1000-0879-lxysj2009-429
引用本文: 刘百国. 超静定轴力计算的新方法[J]. 力学与实践, 2010, 32(6): 80-82. DOI: 10.6052/1000-0879-lxysj2009-429
A new method for problem of hyper-static axial force computation[J]. MECHANICS IN ENGINEERING, 2010, 32(6): 80-82. DOI: 10.6052/1000-0879-lxysj2009-429
Citation: A new method for problem of hyper-static axial force computation[J]. MECHANICS IN ENGINEERING, 2010, 32(6): 80-82. DOI: 10.6052/1000-0879-lxysj2009-429

超静定轴力计算的新方法

A new method for problem of hyper-static axial force computation

  • 摘要:  某些超静定结构, 当弯矩图确立后, 应用静力平衡条件无法绘出轴力图. 分析该类结构的基本特征和受力特点,利用某些刚架在结点集中力作用下无弯矩、只有轴力的特点和力法的思想, 提出解算已知弯矩图轴力超静定结构的计算方法. 算例表明该方法简化了力法的计算过程,将其应用于教学, 有利于学生对力法的深入理解.

     

    Abstract: Axial force diagram for general frame can be obtained from bending-moment diagram and shear force diagram,but some axial forces can not be obtained from using the shear force diagram directly when axial force was hyper-static.Through analysising the structural features,putting forward to a new method,the method combines the characteristic of which only the pillar exists axial force when axial concentrated force acts on the pillar's joint with mechanical means.Example shows the method has spontaneous and convenient to computing. Key words: hyper-static frame; axial force; computational method.

     

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