极坐标中弹性力学平面问题的应力函数解法新探

A NEW APPROACH TO STRESS FUNCTION METHOD FOR ELASTIC PLANE PROBLEMS IN POLAR COORDINATES

  • 摘要: 针对楔形体等极坐标下的弹性力学平面问题,该文提出了一种新型应力函数半逆解法,采用多项式逼近分布荷载,推导出应力函数及应力分量的解析表达,适用于多种荷载作用的问题。该文给出了楔形体在连续荷载作用下的解析解,并用有限元的计算结果对其进行了验证。该方法也适用于分段连续荷载以及工程中已知离散点荷载值的问题,该文也给出了相应的算例以及有限元对比验证的结果。

     

    Abstract: A new semi-inverse method based on the Airy stress function is proposed for elastic plane problems, especially for wedges in polar coordinates, which utilizes the polynomial approximation of arbitrary distributed loads to derive the analytical expressions of the stress function and stress components, and is therefore applicable to problems with a variety of loads. The analytical solutions of the wedge under continuous loads are obtained and verified with the results of the finite element method. The method is also applicable to the problem with piecewise continuous loads and discrete point loads in engineering practice. The corresponding comparison and verification of examples and the results of the finite element method are also shown.

     

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