基于变刚度基础单元的超长耐压加筋圆柱壳设计方法

The design method of ultra-long pressure-resistant ring-stiffened cylindrical shells based on variable stiffness basic unit

  • 摘要: 【目的】为了提高超长耐压加筋圆柱壳结构的力学性能与轻量化水平,解决大长径比下加筋圆柱壳优化设计难题。【方法】采用理论与有限元相结合的方法,分析不同长径比下加筋圆柱壳的力学性能;通过优化算法对等刚度加筋圆柱壳进行优化设计,提出合理的特征应力限界值调整策略;借鉴等刚度加筋圆柱壳优化方案,设计长径比为5的变刚度加筋圆柱壳,并将其视为基础单元,提出基于变刚度基础单元的超长加筋圆柱壳设计方法。【结果】所构建的超长加筋圆柱壳设计方案,其总重量较等刚度轻量化方案进一步平均降低 1.07%的同时,舱段总体失稳临界压力平均提高 1.49%。【结论】所提出的基于变刚度基础单元的构建方法简单快捷,为超长加筋圆柱壳结构的轻量化设计提供了有益参考。

     

    Abstract: Objectives In order to improve the mechanical properties and lightweight level of ultra-long pressure-resistant ring-stiffened cylindrical shell structures and solve the problem of optimized design of ring-stiffened cylindrical shells under large length-to-diameter ratios. Methods The mechanical properties of reinforced cylindrical shells under different length-to-diameter ratios were analyzed by combining theory with the finite element method. The equal stiffness cylindrical shell is optimized and designed through the optimization algorithm, and a reasonable adjustment strategy for the characteristic stress limit value is proposed. Based on the optimization scheme of the equal stiffness cylindrical shell, the variable stiffness cylindrical shell with length-to-diameter ratio of 5 is designed and regarded as the basic unit. A design method of the ultra-long reinforced cylindrical shell based on the variable stiffness basic unit is proposed. Results The constructed design scheme of the ultra-long ring-stiffened cylindrical shell has an average overall weight reduction of 1.07% compared with the equal-stiffness lightweight scheme, while the critical pressure for global instability has increased by 1.49% on average. Conclusions The proposed construction method based on variable stiffness basic unit is simple and fast, providing a useful reference for the lightweight design of ultra-long ring-stiffened cylindrical shell structures.

     

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