Investigation on the dynamic response of steel plates with a pre-formed hole loaded by underwater shock wave

IF 6.6 1区 工程技术 Q1 ENGINEERING, CIVIL Thin-Walled Structures Pub Date : 2025-05-01 Epub Date: 2025-01-13 DOI:10.1016/j.tws.2025.112926
Yue Li , Xiongwen Jiang , Yu Tang , Hongjian Wei , Wei Zhang
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Abstract

The dynamic response of per-formed steel plate under underwater shock wave is studied experimentally and simulated numerically. Underwater shock wave is generated by underwater shock tube device. In each experiment, the impact strength is easily controlled by the speed of the flying piece. The difference of dynamic response of different pass steel plates was studied. The impact loading zone of the plate is a circle with a diameter of 0.12 m. The whole deformation process of test steel plate was measured by three-dimensional digital image correlation. The test results cover a wide range of structural responses from large plastic deformation to complete tearing. The results show that the dynamic response of per-formed steel plate can be divided into two stages: plastic deformation and structural failure. The mechanical behavior of steel plate during plastic deformation is analyzed by momentum theorem. The simplified formulas of deformation velocity and acceleration in the plastic deformation stage of steel plate are obtained. Numerical simulation method is used to study the influencing factors of circular pre-formed steel plate. The results show that the rolling direction and the defects at the pre-formed holes have a certain influence on the damage morphology of the steel plate. According to the experimental and numerical simulation results, the law of crack generation and propagation is analyzed. The results show that the shape of the pre-formed hole has a significant influence on the damage morphology of the plate.
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带预成孔钢板在水下冲击波加载下的动态响应研究
对预制钢板在水下冲击波作用下的动力响应进行了实验研究和数值模拟。水下激波是由水下激波管装置产生的。在每一个实验中,冲击强度都很容易通过飞块的速度来控制。研究了不同孔型钢板的动力响应差异。板的冲击加载区为直径0.12 m的圆形。采用三维数字图像相关技术对试验钢板的整个变形过程进行了测量。测试结果涵盖了从大塑性变形到完全撕裂的广泛结构响应。结果表明:预成形钢板的动力响应可分为塑性变形和结构破坏两个阶段。利用动量定理分析了钢板在塑性变形过程中的力学行为。得到了钢板塑性变形阶段的变形速度和加速度的简化公式。采用数值模拟方法研究了圆形预成形钢板的影响因素。结果表明,轧制方向和预成形孔处的缺陷对钢板的损伤形貌有一定的影响。根据试验和数值模拟结果,分析了裂纹的产生和扩展规律。结果表明,预成形孔的形状对板的损伤形貌有显著影响。
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来源期刊
Thin-Walled Structures
Thin-Walled Structures 工程技术-工程:土木
CiteScore
9.60
自引率
20.30%
发文量
801
审稿时长
66 days
期刊介绍: Thin-walled structures comprises an important and growing proportion of engineering construction with areas of application becoming increasingly diverse, ranging from aircraft, bridges, ships and oil rigs to storage vessels, industrial buildings and warehouses. Many factors, including cost and weight economy, new materials and processes and the growth of powerful methods of analysis have contributed to this growth, and led to the need for a journal which concentrates specifically on structures in which problems arise due to the thinness of the walls. This field includes cold– formed sections, plate and shell structures, reinforced plastics structures and aluminium structures, and is of importance in many branches of engineering. The primary criterion for consideration of papers in Thin–Walled Structures is that they must be concerned with thin–walled structures or the basic problems inherent in thin–walled structures. Provided this criterion is satisfied no restriction is placed on the type of construction, material or field of application. Papers on theory, experiment, design, etc., are published and it is expected that many papers will contain aspects of all three.
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