受水下爆炸影响的 RC 沉箱的动力学行为

IF 4 2区 工程技术 Q1 ENGINEERING, CIVIL
Y.D. Zhou, Y.H. Cheng, Z.Q. Chen, H. Wu
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引用次数: 0

摘要

由于码头易受意外攻击,钢筋混凝土(RC)沉箱码头墙作为一种广泛采用的码头形式,面临着水下爆炸的潜在威胁。本研究旨在通过水下爆炸试验和数值模拟研究沉箱对水下爆炸的动态响应和破坏模式。首先,进行了四次水下爆炸试验,包括两种不同侧重点的情况,即两次分别为装药重量为 0.2 和 1 kg 的自由场水下爆炸,另两次为 1/5 缩尺沉箱试件先后承受装药重量为 0.2 和 1 kg 的水下爆炸。实验获得了水下爆炸超压时间历程和气泡脉动周期,以及沉箱试件的挠度时间历程和破坏模式。然后,建立了细化的有限元(FE)模型,包括爆炸加载的一维模型和采用耦合-欧拉-拉格朗日算法和重映射技术预测沉箱动态行为的三维模型,并与试验数据进行了对比验证。最后,对爆炸条件(如爆炸间距、爆炸深度和装药重量)对沉箱试件动态行为的影响进行了数值讨论。结果表明,现有的球形装药超压和气泡周期计算公式同样适用于群形装药;水工 RC 结构的反射系数约为 1.7;当爆炸波已经导致 RC 沉箱的非弹性结构响应时,水下爆炸引起的气泡脉动会进一步恶化 RC 沉箱的破坏程度。本研究可为水工 RC 结构抗水下爆炸的抗爆性评估和设计提供有益的参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Dynamic behaviors of RC caisson subjected to underwater explosions

Due to the vulnerability of wharves against accidental attacks, the reinforced concrete (RC) caisson quay wall, as a widely adopted wharf form, is faced with the potential threat of underwater explosions. The present work aims to study the dynamic responses and damage modes of caisson against underwater explosions through the underwater explosion test and numerical simulations. Firstly, four shots of underwater explosion test were conducted, including two cases for different focuses, i.e., two shots of the free field underwater explosion with a charge weight of 0.2 and 1 kg respectively, and another two shots of a 1/5 reduced scale caisson specimen subjected to the underwater explosion with a charge weight of 0.2 and 1 kg successively. The underwater explosion overpressure-time histories and periods of bubble pulsation, as well as the deflection-time histories and damage modes of caisson specimen were experimentally obtained. Then, the refined finite element (FE) models were established, including the 1D model for explosion loading and the 3D model for predicting the dynamic behaviors of caisson with adopting the Coupled-Eulerian-Lagrangian algorithms and remapping technology, which were validated by comparing with the test data. Finally, the influences of explosion conditions, such as explosion standoff, depth of burst, and charge weight on the dynamic behaviors of caisson specimens were numerically discussed. It derives that, the existing calculation formulas of overpressure and period of bubble obtained from the spherical charge are also applicable to the group charge; the reflection coefficient of hydraulic RC structure is around 1.7; the bubble pulsation induced by the underwater explosion could further deteriorate the damage level of RC caisson when the blast wave has already led to an inelastic structural response. The present work could provide beneficial references for the blast-resistance evaluation and design of hydraulic RC structures against underwater explosions.

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来源期刊
Marine Structures
Marine Structures 工程技术-工程:海洋
CiteScore
8.70
自引率
7.70%
发文量
157
审稿时长
6.4 months
期刊介绍: This journal aims to provide a medium for presentation and discussion of the latest developments in research, design, fabrication and in-service experience relating to marine structures, i.e., all structures of steel, concrete, light alloy or composite construction having an interface with the sea, including ships, fixed and mobile offshore platforms, submarine and submersibles, pipelines, subsea systems for shallow and deep ocean operations and coastal structures such as piers.
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