船底板被圆锥形礁石撕裂变形的机理研究

曾 佳1,2,胡志强1,3,陈 刚1,2

振动与冲击 ›› 2015, Vol. 34 ›› Issue (16) : 66-72.

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振动与冲击 ›› 2015, Vol. 34 ›› Issue (16) : 66-72.
论文

船底板被圆锥形礁石撕裂变形的机理研究

  • 曾  佳1,2,胡志强1,3,陈  刚1,2
作者信息 +

An analytical model for bottom plate torn by a cone-shape rock during ship grounding accident

  • ZENG Jia1,2,HU Zhi-qiang1,3,CHEN Gang1,2
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摘要

研究搁浅场景中船底板撕裂变形机理,提出新的针对圆锥形剖面礁石搁浅场景下板材撕裂机理解析计算模型。该模型由摩擦、膜拉伸、弯曲及断裂等分析板材撕裂机理,并据塑性力学理论求出稳定状态下板材撕裂受力解析解;通过与Muscat-Fenech实验结果对比分析,验证该机理模型的准确性;利用LS_DYNA软件进行一系列典型船舶双层底结构搁浅于锥形礁石场景的仿真计算,所得搁浅力与利用等效板厚法计算的解析结果吻合良好。该研究对船底耐撞性结构设计、性能评估具有一定指导意义。

Abstract

A theoretical method for plate tearing by a rigid cone is developed in this paper. The studied model is an idealization of ship grounding damage. The observed mode of deformation is idealized by a simplified, kinematical admissible deformation mode, and the rate of internal energy dissipation in friction, stretching, bending and fracture is quantified accordingly by analytical expressions. Based on the Upper-bound theorem, the plate tearing resisting force in the moving direction of the cone can be calculated by the proposed analytical formula. The analytical formula is compared to a series of Muscat-Fenech experimental results, and agrees reasonably well with the results. Non-linear finite element program LS_DYNA was used to simulate several grounding scenarios of a typical ship double bottom structure running aground on a cone-shape rock. By adopting equivalent plate thickness, the analytical method proposed was verified with the simulation results. The analytical calculation formula obtained could be used to calculate and assess the crashworthiness of a ship during its design phase.

关键词

船舶搁浅 / 板材撕裂 / 圆锥形礁石 / 上限定理 / 数值仿真

Key words

ship grounding / plate tearing / cone-shape rock / upper-bound theorem / numerical simulation

引用本文

导出引用
曾 佳1,2,胡志强1,3,陈 刚1,2. 船底板被圆锥形礁石撕裂变形的机理研究[J]. 振动与冲击, 2015, 34(16): 66-72
ZENG Jia1,2,HU Zhi-qiang1,3,CHEN Gang1,2. An analytical model for bottom plate torn by a cone-shape rock during ship grounding accident[J]. Journal of Vibration and Shock, 2015, 34(16): 66-72

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