刚性支座下双轴对称截面连续压杆的弯曲屈曲；

The flexural buckling of continuous chord with rigid joint;

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文中利用一个简单直观的方法，解出了对称截面情况下的剪应力分布。

A simple and visual method is used tO give shear stress distribution in symmetrical section.

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对一般非对称截面梁的弹塑性弯曲变形进行了讨论，并通过分析得到了一近似种求解方法。

The paper studied elastic-plasticity bending deformation of cross-section of unsymmetrical beam and found a solution of deformation.

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