钢筋混凝土板对近距离爆破和破片联合作用的响应机制:实验与数值综合分析

IF 2.1 Q2 ENGINEERING, CIVIL International Journal of Protective Structures Pub Date : 2021-03-01 DOI:10.1177/2041419620923129
P. Del Linz, T. Fung, C. Lee, W. Riedel
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引用次数: 11

摘要

装有外壳的炸药对钢筋混凝土构件的影响对于保护结构的设计很重要,因为碎片和爆炸波之间的相互作用可以改变甚至放大所造成的损坏。这项工作涉及有限元分析技术的发展,以模拟组合载荷并理解这种相互作用。在这项工作中,使用一个装有外壳的炸药进行的实验和文献中的进一步测试一起开发并逐步验证了不同加载阶段的有限元分析模型。壳体破片速度和空间分布是通过使用光滑粒子流体动力学方法和动量守恒罚接触对船体的爆炸膨胀模拟得出的。施加在混凝土板上的爆破载荷基于已建立的经验公式,与碎片同时作用。将最终损伤与实验记录进行比较,发现大多数损伤模式都很一致。该模型用于识别不同的损伤演化阶段,如冲击引起的剪切塞形成和随后的结构动态弯曲以及相关损伤。此外,分别模拟了碎片和爆炸载荷的微分模型变体,以解决每个载荷部件的响应和损伤。爆炸荷载主要造成弯曲变形和损坏,而碎片则造成类似的坑洞,如组合情况所示。然而,最终的综合损害大于每种现象造成的损害。在给定的情况下,碎片造成的损伤最大,但既定的建模方法为研究爆炸物与套管重量的其他比例和缩放距离的这些影响开辟了前景,因为这些影响可能有所不同。因此,建立有效的建模方法是深入了解这些复杂载荷类型和损伤效应相互作用的重要一步。
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Response mechanisms of reinforced concrete panels to the combined effect of close-in blast and fragments: An integrated experimental and numerical analysis
The effect of cased explosives on reinforced concrete components is important for the design of protective structures, since the interaction between the fragments and blast waves can modify or even amplify the damage caused. This work deals with the development of finite element analysis techniques to simulate the combined loading and to understand this interaction. In this work, an experiment conducted with a cased explosive and further tests from the literature were used together to develop and stepwise validate finite element analysis models of the different loading phases. The casing fragment velocities and spatial distribution were derived from explosive expansion simulations of the hull using the smooth particle hydrodynamics method together with a momentum conserving penalty contact. The blast loading applied on the concrete plate was based on established empirical formulae, acting at the same times as the fragments. Comparing the final damage with the experimental records revealed good agreement for most damage patterns. The model was used to identify the different damage evolution stages, such as shock-induced shear plug formation and subsequent structural dynamic bending with the associated damage. In addition, differential model variants with fragment and blast loading in isolation were simulated to resolve the response and damage of each loading component. The blast load caused predominantly bending deformations and damage, while the fragments caused similar cratering as seen in the combined case. However, the final combined damage was larger than that caused by each phenomenon. In the given situation, the fragments created most damage, but the established modelling approach opens the perspective to study these effects also for other ratios of explosive to casing weight and scaled distances, where the contributions might differ. Establishing a valid modelling approach is thus an important step towards more insight into the interaction of these complex loading types and damage effects.
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来源期刊
CiteScore
4.30
自引率
25.00%
发文量
48
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