Abstract—

Linear bending of a cantilever bar under comprehensive pressure and longitudinal force is considered in static and dynamic settings. The transverse distributed force on the rod, which arises during bending as a result of the formation of the difference between the areas of the convex and concave parts of the surface, is taken into account. The compressive force can be constant in direction and change during bending. In particular, the tracking force is generated as a result of the action of pressure on the end section of the rod. A comparison with the classical problem of stability is given. The features of the simultaneous action of the forces of unchanging and changing directions have been studied.

中文翻译：

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悬臂梁在其表面和纵向力的压力作用下的弯曲和稳定性

摘要-

在静态和动态设置中考虑了悬臂杆在综合压力和纵向力下的线性弯曲。由于在表面的凸部和凹部的面积之间形成差异而在弯曲期间产生的杆上的横向分布力被考虑在内。压缩力的方向可以是恒定的，并且在弯曲过程中会发生变化。特别地，由于压力作用在杆的端部部分上而产生跟踪力。给出了与经典稳定性问题的比较。研究了方向不变和方向变化的力同时作用的特点。