Effect of impact energy on failure and deformation scaling similarity of RC beams: a physical and numerical study

IF 5.1 2区 工程技术 Q1 ENGINEERING, MECHANICAL
Jian Li , Renbo Zhang , Yifei Hao , Liu Jin , Shuyou Xue , Xiuli Du
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Abstract

Conducting geometrically similar beam tests under drop hammer impacts from scaled-down to prototype is the most effective way to discuss the scaling effects of impact response. This study conducted impact tests on geometrically similar beams at three impact velocities. The failure modes, midspan displacement time history curves, and peak values were compared. Based on the test results, finite element extension analysis was conducted. The effect of scaling form of impact mass and velocity on the deformation scaling similarity of geometrically similar beams was analyzed. Then, in-depth mechanism explanations and discussions were carried out. From the test observations, it was concluded that the damage to large-sized beams is more severe than that of small-sized beams, and there is a scaling effect on the normalized peak midspan displacement. As the impact mass increases and the impact velocity decreases at the same energy, the scaling effect is enhanced, which is related to the differences in failure modes and response processes of large-sized beams. Finally, a similarity model of midspan displacement for geometrically similar RC beams was further verified. A design expression for determining the limiting impact energy based on laboratory scaling results or allowable displacements is presented. This study is expected to enrich the drop hammer impact database and provide a reference for designing and evaluating the impact resistance of large-sized and prototype beams.
冲击能对RC梁破坏和变形尺度相似性的影响:物理和数值研究
在落锤冲击下进行从缩小到原型的几何形状相似的横梁测试,是讨论冲击响应缩放效应的最有效方法。本研究在三种冲击速度下对几何形状相似的梁进行了冲击试验。对破坏模式、中跨位移时间历史曲线和峰值进行了比较。根据试验结果,进行了有限元扩展分析。分析了冲击质量和速度的缩放形式对几何相似梁变形缩放相似性的影响。然后,进行了深入的机理解释和讨论。通过试验观察,得出结论:大尺寸梁的破坏比小尺寸梁严重,且对归一化中跨位移峰值存在缩放效应。在相同能量下,随着冲击质量的增加和冲击速度的减小,缩放效应增强,这与大型梁的破坏模式和响应过程的差异有关。最后,进一步验证了几何上相似的 RC 梁的中跨位移相似性模型。根据实验室缩放结果或允许位移,提出了确定极限冲击能量的设计表达式。这项研究有望丰富落锤冲击数据库,并为设计和评估大型和原型梁的抗冲击性能提供参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
International Journal of Impact Engineering
International Journal of Impact Engineering 工程技术-工程:机械
CiteScore
8.70
自引率
13.70%
发文量
241
审稿时长
52 days
期刊介绍: The International Journal of Impact Engineering, established in 1983 publishes original research findings related to the response of structures, components and materials subjected to impact, blast and high-rate loading. Areas relevant to the journal encompass the following general topics and those associated with them: -Behaviour and failure of structures and materials under impact and blast loading -Systems for protection and absorption of impact and blast loading -Terminal ballistics -Dynamic behaviour and failure of materials including plasticity and fracture -Stress waves -Structural crashworthiness -High-rate mechanical and forming processes -Impact, blast and high-rate loading/measurement techniques and their applications
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