...
首页> 外文期刊>Experimental Mechanics >Dynamic Collapse of Underwater Metallic Structures - Recent Investigations: Contributions after the 2011 Murray Lecture
【24h】

Dynamic Collapse of Underwater Metallic Structures - Recent Investigations: Contributions after the 2011 Murray Lecture

机译:水下金属结构的动态崩溃 - 最近的调查:2011年Murray讲座后的贡献

获取原文
获取原文并翻译 | 示例

摘要

The Murray Lecture that was delivered in 2011 included a historical perspective on salient features of research conducted and published by Arun Shukla. A review of experimental work since the Murray Lecture is presented in this paper on the topic of imploding underwater structures. Specifically, the dynamic underwater collapse of metallic structures was studied under free-field and confined environments using novel applications of the Digital Image Correlation (DIC) technique. During these implosion experiments, the implodable volumes became unstable under hydrostatic and combined hydrostatic-explosive conditions. Moreover, there are two types of confinements explored in this paper. A semi-confinement, where a large tubular structure is open to a reservoir at one end and closed at the other end, which leads to water hammer waves on the closed end after implosions. Also, a full-confinement, where a large tubular structure is closed at both ends, which leads to limited hydrostatic potential energy during the implosion. For accurate displacement and velocity measurements of the collapsing structures, the 3D DIC technique is calibrated for underwater measurements in a small-scale setup for each experimental configuration. High-speed cameras are then used to record the dynamic implosion event while dynamic pressure transducers measure the emitted pressure pulses. The results of these experimental series show that the 3D DIC technique can be successfully used for displacement measurements of submerged objects by extracting intrinsic and extrinsic parameters using a submerged calibration grid. The implodable volume in an open-ended semi-confining structure displays a reduced collapse velocity with respect to a free-field configuration. This is primarily caused by a near-field pressure drop from the superposition of low-pressure implosion waves inside confining structure. Semi-confined implosion also exhibits high-pressure hammer pulses at the closed end. Implosions in full
机译:2011年交付的默里讲座包括历史悠久的视角,就Arun Shukla进行了研究的显着特征。本文介绍了自默里讲座以来,默里讲座的实验工作综述有关爆发水下结构的话题。具体地,在自由场和狭窄的环境下使用数字图像相关(DIC)技术的新应用,研究了金属结构的动态水下坍塌。在这些内爆实验期间,可易溶的体积在静水静压和组合的静水爆炸条件下变得不稳定。此外,本文探讨了两种类型的约束。一个半限制,其中大管状结构在一端向储存器开口并在另一端关闭,在灌注后导致封闭端的水锤波。而且,在两端闭合的全限制,其中大管状结构在内部期间导致静液压势能有限。为了精确位移和折叠结构的速度测量,3D DIC技术在每个实验配置中校准用于小型设置中的水下测量。然后使用高速摄像机在动态压力传感器测量发出的压力脉冲时记录动态内爆事件。这些实验系列的结果表明,通过使用浸没式校准网格提取内在和外在参数,可以成功地成功地用于浸没物体的位移测量。开口结束的半限制结构中的可易溶体显示器相对于自由场配置显示减小的坍塌速度。这主要是由限制结构内部的低压内爆波的叠加引起的近场压降。半狭窄的爆炸也在封闭端呈现高压锤脉冲。完整的爆炸

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号