冲击波与结构的相互作用——概述

IF 2.1 Q2 ENGINEERING, CIVIL International Journal of Protective Structures Pub Date : 2022-09-26 DOI:10.1177/20414196221118595
Obed Samuelraj Isaac, Omar Ghareeb Alshammari, E. Pickering, S. Clarke, S. Rigby
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引用次数: 5

摘要

爆破-障碍物相互作用是一个复杂的、多方面的问题。虽然存在用于在几何简单设置中预测爆破参数(如峰值压力、脉冲和加载持续时间)的工程级工具,但爆破波在与路径中的物体相互作用时会发生根本性的变化,因此,加载参数本身也会受到影响。本文对该领域的关键研究进行了全面综述。该综述由五个主要部分组成,每个部分都描述了:冲击波在有限尺寸结构表面的直接载荷;三种主要障碍物类型(爆破墙、障碍物、墙/障碍物混合体)尾流区爆破波的修正压力;最后,简要介绍了在这种爆炸-障碍物相互作用环境中预测载荷参数的一些方法。关键发现涉及控制爆炸衰减的机制,例如衍射、反射(偏离目标结构)、膨胀/体积增加、涡流产生/增长,以及影响这些机制的障碍物特性,如孔隙率(堵塞率)、障碍物形状、障碍物/排数、排列和表面粗糙度。
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Blast wave interaction with structures – An overview
Blast–obstacle interaction is a complex, multi-faceted problem. Whilst engineering-level tools exist for predicting blast parameters (e.g. peak pressure, impulse and loading duration) in geometrically simple settings, a blast wave is fundamentally altered upon interaction with an object in its path, and hence, the loading parameters are themselves affected. This article presents a comprehensive review of key research in this area. The review is formed of five main parts, each describing: the direct loading of a blast wave on the surface of a finite-sized structure; the modified pressure of the blast wave in the wake region of three main obstacle types – blast walls, obstacles, wall/obstacle hybrids; and finally, a brief description of some methods for predicting loading parameters in such blast–obstacle interaction settings. Key findings relate to the mechanisms governing blast attenuation, for example, diffraction, reflection (diverting away from the target structure), expansion/volume increase, vortex creation/growth, as well as obstacle properties influencing these, such as porosity (blockage ratio), obstacle shape, number of obstacles/rows, arrangement and surface roughness.
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来源期刊
CiteScore
4.30
自引率
25.00%
发文量
48
期刊最新文献
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