复合荷载作用下“桶形”加固壳结构的稳定性与合理设计

V. Gristchak, D. Hryshchak, N. Dyachenko, Pavlo Degtiarenko
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引用次数: 1

摘要

本文研究了在均匀外压和轴压共同作用下,由分散布置的中间框架支撑的筒形壳结构的稳定性。考虑了壳室中间表面子午线的正弦近似的一种情况。建立了在轴压和外均压共同作用下,考虑筒形和筒形隔室曲率半径的复合壳结构的稳定性控制微分方程。用有限差分法对四阶变系数控制方程进行了积分。结果表明,当子午曲率参数增加超过4%时,在轴向载荷作用下,临界外压增加1.5-2倍。在子午曲率和支承单元数目不同的情况下,分析了框架刚度增加对稳定临界压力增长的影响。给定的效应可以得出关于确定结构合理刚度特性的可能性的结论。研究了正高斯曲率壳体中存在压缩力时增加临界压力的影响,这是圆周方向上内部拉伸努力的结果。在这种情况下,源阵偏离理想形状导致周向波数增加,而稳定性丧失,这表明临界压力增加。结构轴向压缩的进一步增加导致环空压缩努力的出现,这是外部压力临界应力降低的结果
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Stability and Rational Design of the ‘Barrelogive’ Type Strengthened Shell Structures Under Combined Loading
This paper reports a study into the stability of a shell structure of the barrel-ogive type, supported by the discretely arranged intermediate frames, under the joint action of the uniform external pressure and axial compressive efforts. A case of the sinusoidal approximation of the meridian of the middle surface of shell compartments has been considered. Governing differential equations have been built to study the stability of a compound shell structure taking into consideration the curvature radii of the "barrel" and "ogive" compartments under the joint action of axial compression and uniform external pressure. A finite difference method has been used to integrate the fourth-order governing equations with variable coefficients. It is shown that an increase in the meridian curvature parameter exceeding 4 % leads, in some cases that involve the loading by axial forces, to an increase in the critical external pressure by 1.5‒2 times. The effect of stabilizing the growth of critical pressure with an increase in the rigidity of the frames is illustrated for the different values of the meridian curvature and the number of supporting elements. A given effect makes it possible to draw conclusions about the possibility of determining the rational rigidity characteristics of the structure. The effect of increasing critical pressure in the presence of a compressive force in the shells of the positive Gauss curvature, which is the result of internal stretching efforts in the circumference direction, has been investigated. In this case, a generatrix deviation from the ideal shape leads to an increase in wavenumbers in the circumferential direction while the stability is lost, which indicates an increase in the critical pressure. A further increase in the axial compression of the structure leads to the emergence of annular compressive efforts, which is a consequence of the reduction in the critical stresses of external pressure
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