Local plastic deformation prediction of spherical and cylindrical pressure hulls subject to underwater shock loading

IF 8.3 1区 工程技术 Q1 ENGINEERING, CIVIL
Thin-Walled Structures Pub Date : 2026-05-01 Epub Date: 2026-02-14 DOI:10.1016/j.tws.2026.114674
Fu-Jin Yang , Zhao-Li Tian , Jun Guo , Fei Zhao
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引用次数: 0

Abstract

Pressure hulls of underwater vehicles, typically configured as spherical or cylindrical structures, are vulnerable to localized damage when subjected to shock loads from underwater explosions. This study establishes theoretical models for deformation patterns and deformation center deflection of such hulls under underwater shock by integrating fluid–structure interaction theory, localized deformation mechanics, and structural dynamics. Systematic investigations are conducted to evaluate the influence of hull thickness h, diameter D, length L, shock factor I, and hydrostatic pressure p∞. The deformation center deflection w0 is found to scale as w0∝h−2 with thickness, w0∝D with diameter, w0∝L−0.5 with length, w0/D∝I2 with shock factor, and w0/D∝p∞ with hydrostatic pressure. Results show that spherical hulls of equal diameter exhibit superior shock resistance, and hull thickness plays a particularly significant role in mitigating shock effects. The proposed deformation patterns and deflection metrics provide a practical basis for evaluating shock resistance and assessing pressure-bearing capacity and implosion risks in damaged underwater hulls.
水下冲击载荷作用下球形和圆柱形耐压壳体的局部塑性变形预测
水下航行器的耐压壳通常为球形或圆柱形结构,在受到水下爆炸的冲击载荷时容易受到局部损伤。本研究结合流固耦合理论、局部变形力学和结构动力学,建立了水下冲击下该类船体变形模式和变形中心挠度的理论模型。对船体厚度h、直径D、长度L、冲击系数I和静水压力p∞的影响进行了系统的研究。变形中心挠度w0按厚度w0∝h−2,直径w0∝D,长度w0∝L−0.5,冲击因子w0/D∝I2,静水压力w0/D∝p∞。结果表明,等直径的球形船体具有较好的抗冲击性能,其中船体厚度对减轻冲击效果的作用尤为显著。提出的变形模式和挠度指标为评估受损水下船体的抗冲击能力、承压能力和内爆风险提供了实用依据。
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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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