刘晓磊, 袁昱超, 唐文勇. 基于正交异性等效的双向加筋板结构变形简化分析方法[J]. 中国舰船研究, 2024, 19(X): 1–10. doi: 10.19693/j.issn.1673-3185.03335
引用本文: 刘晓磊, 袁昱超, 唐文勇. 基于正交异性等效的双向加筋板结构变形简化分析方法[J]. 中国舰船研究, 2024, 19(X): 1–10. doi: 10.19693/j.issn.1673-3185.03335
LIU X L, YUAN Y C, TANG W Y. Simplified analysis method for deformation of two-way stiffened plates based on orthotropic equivalent theory[J]. Chinese Journal of Ship Research, 2024, 19(X): 1–10 (in Chinese). doi: 10.19693/j.issn.1673-3185.03335
Citation: LIU X L, YUAN Y C, TANG W Y. Simplified analysis method for deformation of two-way stiffened plates based on orthotropic equivalent theory[J]. Chinese Journal of Ship Research, 2024, 19(X): 1–10 (in Chinese). doi: 10.19693/j.issn.1673-3185.03335

基于正交异性等效的双向加筋板结构变形简化分析方法

Simplified analysis method for deformation of two-way stiffened plates based on orthotropic equivalent theory

  • 摘要:
    目的 随着船舶不断向大型化、复杂化发展,舱段级以上的船体结构有限元模型的网格数量将急剧增加,导致碰撞、冲击、接触等大型非线性力学问题均难以求解,故提出一种基于正交异性等效的双向加筋板结构变形简化方法。
    方法 首先,将现行成熟的单向加筋板平面应力简化方法推广至更复杂的双向加筋板平面弯曲问题,并引入正交方向上加筋板总惯性矩与板的惯性矩之比来反映结构的正交异性;然后,将惯性矩比值代入推广所得的加筋板等效平面弯曲本构方程,以实现材料正交异性的转化,从而在力学层面上兼顾结构的抗变形能力和中性轴移轴产生中面力的影响;最后,利用有限元计算,根据不同的位移分布对四边固支加筋板的变形模式进行分类,并将加筋板实际结果与该方法及传统方法的等效结果进行误差对比分析。
    结果 对比结果表明,在船舶双向加筋板结构中,该方法最多可减少84%的网格数量,且3种变形模式下的等效误差均可控制在6%以内,远低于2种传统方法。
    结论 该方法的精度较高、适用范围更广、大幅了节省计算资源,可为大型船体结构非线性力学问题的直接建模仿真计算提供解决方案。

     

    Abstract:
    Objectives With the continuous development of larger scale and more complex ships, the number of finite element model elements required to model hull structures at the cabin structure level and above is increasing dramatically, resulting in collision, impact, contact and other large-scale non-linear mechanical problems which are difficult to solve. To this end, a simplified method for the deformation of two-way stiffened plate structures based on orthotropic equivalent theory is proposed in order to simplify the modeling of ship structures.
    Methods First, the current well-established simplification method for the plane stress of one-way stiffened plates is extended to the more complex plane bending problem of two-way stiffened plates. The ratio of the total moment of inertia of stiffened plates to the moment of inertia of plates in the orthogonal direction is introduced to reflect the structural orthotropism. Next, the moment of inertia ratios are substituted into the equivalent constitutive equation for the plane bending of stiffened plates to achieve the transformation to physical orthotropism, thereby taking into account both the deformation resistance of the structure and the influence of the membrane forces generated by shifting the neutral surface at the mechanical level. Finally, finite element calculations are used to classify the deformation modes of the four-sided fixed stiffened plates according to different displacement distributions, and the actual results of the stiffened plates are analyzed in terms of error comparisons with the equivalent results of this method and the traditional method.
    Results The result comparison shows that the proposed method can reduce the number of elements in two-way stiffened plates by up to 84%, and the equivalent errors in all three deformation modes can be controlled within 6%, which is much lower than those of the two traditional methods.
    Conclusions With high precision, a wide application range and greatly reduced calculation resources, the proposed method can provide a direct modeling and simulation calculation solution to address the nonlinear mechanical problems of large hull structures for practical engineering applications.

     

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