理想岩石压头通电硬接地双底响应特性

A. Prabowo, D. Bae, J. Cho, J. Sohn
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引用次数: 4

摘要

负载型事故中包含的搁浅现象已被列为排名前两的海上事故,特别是考虑到事故发生后发生的石油泄漏。本研究旨在对船舶在硬搁浅情况下的响应进行数值分析。通过采用有限元法重新计算的开创性侵彻实验验证了这一分析。在搁浅模拟中,将海底岩石理想化为穿透船舶结构的锥形压头。本文将耐撞性标准作为结构响应。经确定,中央主梁的破碎在双层底部的两个隔间中打开了裂缝。基于压头几何形状的估计表明,在动力硬接地情况下,锥形压头的陡角度比钝形压头能够对中心梁造成更大的损伤和更明显的初始故障。
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Characteristic of double bottom responses under powered-hard grounding scenario with idealised rock indenter
The grounding phenomenon included in a load-type accident has been classified as a top-two marine incident, particularly accounting for the oil spills that occur after it takes place. This study aims to present a numerical analysis for estimating ship responses under a hard grounding scenario. This analysis was validated through a pioneering penetration experiment that was re-calculated using the finite element method. In the grounding simulation, the sea floor rock was idealised as a conical indenter penetrating the ship structure. Crashworthiness criteria were considered as the structural response in this work. It was determined that the crushing of the centre girder opened tears in two of the double-bottom compartments. An estimation based on the indenter geometry showed that a steep angle of the conical indenter is capable of producing deeper damage and more visibly initial failures to the centre girder than a blunt indenter under a powered hard grounding scenario.
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来源期刊
International Journal of Structural Engineering
International Journal of Structural Engineering Engineering-Civil and Structural Engineering
CiteScore
2.40
自引率
23.10%
发文量
24
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