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Experimental Evaluation of the Post-ultimate Strength Behavior of a Ship's Hull Girder in Waves

机译:波浪影响下船体梁极限强度行为的实验评估

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摘要

Experimental investigations into the collapse behavior of a box-shape hull girder subjected to extreme wave-induced loads are presented.The experiment was performed using a scaled model in a tank.In the middle of the scaled model,sacrificial specimens with circular pillar and trough shapes which respectively show different bending moment-displacement characteristics were mounted to compare the dynamic collapse characteristics of the hull girder in waves.The specimens were designed by using finite element (FE)-analysis.Prior to the tank tests,static four-point-bending tests were conducted to detect the load-carrying capacity of the hull girder.It was shown that the load-carrying capacity of a ship including reduction of the capacity after theultimate strength can be reproduced experimentally by employing the trough type specimens.Tank tests using these specimens were performed under a focused wave in which the hull girder collapses under once and repetitive focused waves.It was shown from the multiple collapse tests that the increase rate of collapse becomes higher once the load-carrying capacity enters the reduction path while the increase rate is lower before reaching the ultimate strength.
机译:提出了箱形箱梁在极端波浪作用下的倒塌行为的试验研究。在水箱中使用比例模型进行了实验。在比例模型的中间,有圆柱和槽的牺牲标本安装了分别显示不同弯矩位移特性的形状,以比较船体梁在波浪中的动态塌陷特性。采用有限元分析设计了标本。在罐试验之前,进行了静态四点试验。进行弯曲试验以检测船体梁的承载能力,结果表明,通过使用槽型标本,可以通过实验再现船舶的承载能力,包括最终强度降低后的承载能力。这些标本是在聚焦波下进行的,其中船体梁在一次和多次聚焦波的作用下坍塌。在多次倒塌试验中,一旦承载能力进入折弯路径,倒塌的增加率就会变高,而达到极限强度之前,倒塌的增加率会变低。

著录项

  • 来源
    《船舶与海洋工程学报(英文版)》 |2012年第1期|34-43|共10页
  • 作者单位

    Department of Naval Architecture and Ocean Engineering, Osaka University, Osaka 565-0871, Japan;

    Department of Naval Architecture and Ocean Engineering, Osaka University, Osaka 565-0871, Japan;

    Department of Naval Architecture and Ocean Engineering, Osaka University, Osaka 565-0871, Japan;

    Department of Naval Architecture and Ocean Engineering, Osaka University, Osaka 565-0871, Japan;

  • 收录信息 中国科技论文与引文数据库(CSTPCD);
  • 原文格式 PDF
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