冰层竖向破冰载荷的现场试验研究

FIELD EXPERIMENTAL RESEARCH ON VERTICAL ICE BREAKING LOAD OF ICE SHEET

  • 摘要: 水下航行器在冰区上浮过程中需要向冰层施加竖向载荷将其破坏,因此结构竖向破冰载荷是水下航行器设计的重要参数。为研究冰层的竖向承载力特性,针对淡水冰层开展了冰层竖向破冰载荷的现场试验研究。该文以自然形成的平整冰层为研究对象,采用自主设计的破冰试验装置从水下对冰层施加竖直向上的集中载荷直至冰层破坏失效。在现场试验中分别对不同厚度的冰层进行了加载,测量了每组试验的冰层表层温度并在加载过程中对压头的位移与载荷以及冰层的破坏过程进行了记录。试验结果表明:冰层在竖向载荷作用下可产生剪切和弯曲两种破坏模式;通过对试验的载荷数据进行拟合得到了冰层最大载荷与冰层厚度的幂次方经验公式;考虑冰层厚度对冰层破坏模式的影响,将冰层简化为线弹性材料,得到冰层弯曲应力与冰层厚度的平方成反比,剪切应力与冰层厚度成反比。温度会影响冰层强度特性从而对冰层破坏模式产生影响,随着温度升高,冰层的破坏模式由剪切破坏逐渐向弯曲破坏转变。

     

    Abstract: During the ascent process of underwater vehicles in ice covered water, it is necessary to apply a vertical load on the ice sheet to break through the ice sheet. Therefore, the vertical ice-breaking load becomes an important parameter for the vehicle design. To investigate the bearing capacity of the ice sheet under the vertical load, field experiments were conducted on freshwater ice covers. This study focuses on naturally formed ice covers and an apparatus was designed to apply the concentrated vertical load on the bottom of the ice cover and move up through the ice covers. The experiments were performed on various thicknesses of ice covers and the surface temperature of each ice layer was measured. Additionally, the displacement and force of the load head, as well as the ice failure process were recorded. The experimental results indicate that the ice cover can fail in shear and bending modes. The fitting curve of the result shows that the maximum load and the thickness follow a positive power correlation. To analyze the influence of ice thickness on the transition of ice cover failure modes, the ice cover was simplified as an idealized elastic model. The bending stress of the ice layer is inversely proportional to the square of the ice layer thickness, while the shear stress is inversely proportional to the ice layer thickness. Temperature can affect the strength characteristics of ice layers, thereby influencing the ice failure mode. As the temperature increases, the failure mode of the ice layer gradually transitions from shear failure to bending failure.

     

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