重型破冰船冰区加强结构剩余强度的试验研究与分析

Experimental study and analysis on residual strength of ice-strengthened structure in heavy icebreakers

  • 摘要:
    目的 重型破冰船在遭遇超设计冰载后冰区加强结构会发生一定程度的永久变形,需要评估冰区加强结构发生永久变形后的剩余强度以保障航行安全。
    方法 选取某重型破冰船舯舷侧部位冰区加强结构开展模型试验,采用EH500钢制作板架模型,以高强度石膏粉为主要原料,采用搅拌浇筑的方式,制作非冻结可破碎模型冰。首先,通过模型冰自由落体的方式,分别动态冲击板架模型的弱构件和强构件处,使试验板架发生永久变形。然后,再加载于具有永久变形板架模型的弱构件处进行准静态承载试验,直至板架试件发生塑性垮塌,并获得其剩余强度。最后,借助数值手段模拟整个动态冲击试验过程获得试件永久变形,采用显式动力学非线性分析方法获得冰区加强结构剩余强度,并与试验结果进行对比。
    结果 试验和计算表明,在同样高度类冰试块自由落体时,冲击弱构件处时板架试件的最大永久变形相比冲击强构件处大33.11%,进而导致该工况下冰区加强结构的剩余强度减小了3.28%,对比表明试验结果和数值解答的误差在20%以内,表明试验和数值计算都是合理可信的。
    结论 研究成果揭示了重型破冰船冰区加强结构强/弱构件发生永久变形对其剩余强度的影响以及极限状态的破坏形式,可为重型破冰船的结构设计和剩余强度评估提供参考。

     

    Abstract:
    Objective A heavy icebreaker may experience a certain degree of permanent deformation in its ice-strengthened structure after encountering over-designed ice loads. It is necessary to assess the residual strength of the ice-strengthened structure after permanent deformation to ensure navigation safety.
    Method The ice-strengthened structure at the midship side of a heavy icebreaker is selected for a model test. A plate frame model is constructed using EH500 steel. High strength gypsum powder is used as the main raw material to make the non-refrigerated breakable model ice through mixing and pouring. First, the weak and strong members of the plate frame model are dynamically impacted by the free-fall of the model ice, causing permanent deformation in the test plate frame. Then, a quasi-static bearing test is conducted by loading on the weak members of the permanently deformed plate frame model until plastic collapse occurs, and the residual strength is measured. Finally, the entire dynamic impact test process is simulated using numerical methods to determine the permanent deformation of the specimen. The residual strength of the ice-strengthened structure is obtained through the explicit dynamic nonlinear analysis and compared with the experimental results.
    Results The tests and calculations show that the maximum permanent deformation of the plate specimen is 33.11% larger when impacted on the weak component compared to the strong component when the ice-like test block with the same height falls freely. This results in a 3.28% reduction in the residual strength of the ice-strengthened structure. The comparison shows that the error between the experimental results and the numerical solutions is within 20%, indicating that the tests and numerical calculations are reasonable and credible.
    Conclusion The research results reveal the effects of permanent deformation on the residual strength of the strong and weak members of the ice-strengthened structure of heavy icebreakers, as well as the failure modes at the limit state. These findings can provide a reference for the structural design and strength assessment of heavy icebreakers.

     

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