首页> 外文期刊>International journal of impact engineering >Response of thin walled metallic structures to underwater explosion: A review
【24h】

Response of thin walled metallic structures to underwater explosion: A review

机译:薄壁金属结构对水下爆炸的响应:综述

获取原文
获取原文并翻译 | 示例
           

摘要

The paper reviews some salient research works on load characterization and structural response of thin walled metallic structures subjected to Underwater Explosion (UNDEX), while highlighting the critical gaps and scope for further research work. The key aspects of an UNDEX phenomenon including Fluid Structure Interaction (FSI) and loading mechanisms on air backed fully submerged structures has been elucidated. Expressions for estimation of an early time far field UNDEX loading history on a plated structure considering FSI effects based on Taylor's theory, have been presented. With an objective to assess the consistency of published results and categorization of observed failure modes in UNDEX experiments, a composite plot of displacement response of clamped circular and rectangular plates in comparison to the response trends for impulsive blast loads have been presented. The comparisons presented in terms of non-dimensional parameters bring out the need and significance of more UNDEX experiments. Salient aspects in numerical modelling of UNDEX loading with increasing Shock Factor and simulations of associated highly non-linear structural response and experimentally observed ductile fracture modes have also been discussed. Various simple and complex phenomenological damage models, relevant in the numerical simulations of observed failure and fracture modes have been highlighted, with an emphasis on simple uncoupled strength models, which are relatively simple to calibrate. Approach towards FEA numerical simulations of UNDEX structural response using simple uncoupled damage models, including calibration of involved failure parameters, has been discussed in detail.
机译:本文介绍了一些突出的研究工作,对薄壁金属结构进行的负载表征和结构响应进行了水下爆炸(UNDEX),同时突出了进一步研究工作的关键差距和范围。已经阐明了包括流体结构相互作用(FSI)和空气背包完全浸没结构的加载机制的撤销现象的关键方面。介绍了考虑基于泰勒理论的FSI效应,估计了对镀电器结构的早期远场撤销历史的表达。目的是评估公布结果的一致性和检测到的失效模式的分类,并介绍了夹紧圆形和矩形板的位移响应的复合图,与脉冲冲击载荷的响应趋势相比。在非尺寸参数方面提出的比较具有更高的撤销实验的需求和意义。还讨论了随着抗冲痛的数值建模中的数值模拟中的突出方面以及相关的高度非线性结构响应和实验观察到的延展性裂缝模式的抗冲痛和模拟。突出了各种简单且复杂的现象损伤模型,在观察失败和骨折模式的数值模拟中相关,重点是简单的解耦强度模型,校准相对简单。已经详细讨论了使用简单的非偶联损坏模型的撤销结构响应的FEA数值模拟方法,包括涉及失败参数的校准。

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