一根重的水平杆在刚性基座上的纵向弯曲。

Y. I. Dorogov
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引用次数: 0

摘要

研究了刚性基础上重水平杆的失稳问题。利用曲率的精确表达式,得到了杆的弯曲轴倾斜角的微分方程。考虑了固定杆端部的各种情况。从杆的各种可能的平衡形式中,选择满足杆所累积的压缩力功和弹性能与重力能之和相等条件的平衡形式。平衡的曲线形状是由杆轴的最大偏差角决定的,该偏差角随杆的重量增加而增加,而不取决于其横截面的几何特性。
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LONGITUDINAL BENDING OF A WEIGHTY HORIZONTAL ROD ON A RIGID BASE.
The loss of stability of a heavy horizontal rod on a rigid base is investigated. The differential equation of the angle of inclination of the curved axis of the rod is obtained using the exact expression of curvature. Various cases of conditions for fixing the ends of the rod are considered. From the possible forms of equilibrium of the rod, those are selected that satisfy the condition of equality of the compressive force work and the sum of elastic and gravitational energies accumulated by the rod. The curved shape of the equilibrium is determined by the maximum angle of deviation of the axis of the rod, which increases with increasing weight of the rod and does not depend on the geometric characteristics of its cross-section.
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COMPUTATION OF THE SEGMENT OF A HIGHWAY LOCATED IN MOUNTAINS. CALCULATION SUBSTANTIATION OF THIN FOUNDATION PLATES FOR EQUIPMENT ON THE EXAMPLE OF A DIESEL GENERATOR PLANT. CALCULATING BRIDGES FOR THE ACTION OF A WEAK (DESIGN) EARTHQUAKE. FLEXIBLE CONNECTIONS: BASIC EQUATIONS AND DESIGN CHARACTERISTICS. LONGITUDINAL BENDING OF A WEIGHTY HORIZONTAL ROD ON A RIGID BASE.
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