赵瑾, 王燕舞, 李哲, 等. 船首结构冰致动力响应的准静态等效研究[J]. 中国舰船研究, 2023, 18(6): 158–166. doi: 10.19693/j.issn.1673-3185.03074
引用本文: 赵瑾, 王燕舞, 李哲, 等. 船首结构冰致动力响应的准静态等效研究[J]. 中国舰船研究, 2023, 18(6): 158–166. doi: 10.19693/j.issn.1673-3185.03074
ZHAO J, WANG Y W, LI Z, et al. Quasi-static equivalent study on ice induced dynamic response of bow structure[J]. Chinese Journal of Ship Research, 2023, 18(6): 158–166. doi: 10.19693/j.issn.1673-3185.03074
Citation: ZHAO J, WANG Y W, LI Z, et al. Quasi-static equivalent study on ice induced dynamic response of bow structure[J]. Chinese Journal of Ship Research, 2023, 18(6): 158–166. doi: 10.19693/j.issn.1673-3185.03074

船首结构冰致动力响应的准静态等效研究

Quasi-static equivalent study on ice induced dynamic response of bow structure

  • 摘要:
    目的 随着极地探索的不断发展,针对冰区航线的船体结构设计不再局限于传统的经验公式方法,人们更加关注作用于结构上的实际冰载荷及结构响应,研究冰载荷作用下的结构响应计算成为极地船舶结构设计中的关键部分。
    方法 首先,通过有限元方法对某极地航行船舶遭遇的碎冰、浮冰、层冰等冰载荷工况进行数值仿真,考虑材料应变率影响,计算冰载荷作用下的结构动态响应;然后,以结构响应等效为基准,进行动态响应的静态转换,并提出动静转化系数的概念;最后,给出不同冰载荷工况下动静转化系数的取值范围。
    结果 结果表明,船首结构在不同工况下动载荷响应的静载荷等效转换计算的转换系数为1.0~1.4之间。
    结论 船首结构冰致动力响应的准静态等效方法是合理可行的。

     

    Abstract:
    Objective As polar exploration develops, hull structure designs for ice routes are no longer limited to the traditional empirical formula method as more attention is paid to the actual ice load and structural response acting on the structure. The study of structural response calculation under ice load is crucial for the structural design of polar ships.
    Methods First, the finite element method is used to numerically simulate the ice load cases of a polar navigation ship, such as crushed ice, floating ice and layered ice. Considering the influence of the material strain rate, the dynamic response of the structure under ice load is calculated. Second, based on the structural response equivalence, the static transformation of the dynamic response is completed, and the concept of the dynamic static transformation coefficient is proposed. Finally, the range of the dynamic static conversion coefficient under different ice load cases is obtained.
    Result The results show that the conversion coefficient of the dynamic-static equivalent conversion of the bow structure under different ice load cases is between 1.0 and 1.4.
    Conclusion The quasi-static equivalent method of the ice-induced dynamic response of a bow structure is verified as reasonable and feasible.

     

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