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Hoop and axial plastic buckling modes of submerged cylindrical shells subjected to side-on underwater explosion shock wave
Nie BC(聂冰川)1; Zhang HQ(张会琴)2,3
通讯作者Nie, Bingchuan([email protected])
发表期刊MARINE STRUCTURES
2022-07-01
卷号84页码:20
ISSN0951-8339
摘要Cylindrical shells are widely used in marine structures from small-sized pipes to various immersed containers and large submarines. Dynamic plastic buckling of the shells could be caused by underwater explosion (UNEX) loads in industrial accidents or hostile attacks. Influential factors including non-dimensional hull shock factor reflecting the resilience of the material to shock intensity, slenderness ratio, localised ring stiffener and endcap are identified. Their impacts on the dynamic buckling modes are discussed relied on the finite element investigations. The results show that the global hoop and axial buckling modes are mainly determined by the hull shock factor and slenderness ratio, respectively. With the increase of hull shock factor, i) back-side buckling, ii) back- and front-side buckling with dominant buckles at the back-side, iii) backand front-side buckling with dominant buckles at the front side, and iv) overall buckling with very large buckles at the front-side originating from the priority buckling modes can be observed in the circumferential direction. The competition between the front- and back-sides buckling is attributed to their different buckling mechanisms. The former one is caused by shock transmitted from the explosion source through the fluid, whereas the later one is due to striking of the structural hoop stress waves propagated from the front-side via the shell itself. Axial buckling modes consisted of primary and potential buckles alternating in the axial direction could be triggered for a large slenderness ratio, but be concealed by localised buckling modes for small slenderness ratio. The localised buckling modes are controlled by the ring-stiffener and endcap, because they alter the continuity of compression potential of shells.
关键词Dynamic buckling Shock wave Shell Fluid-structure interaction Buckle
DOI10.1016/j.marstruc.2022.103200
收录类别SCI ; EI
语种英语
WOS记录号WOS:000776073200001
关键词[WOS]INITIATED INSTABILITIES ; DYNAMIC STABILITY ; BUBBLE
WOS研究方向Engineering
WOS类目Engineering, Marine ; Engineering, Civil
资助项目National Key R&D Program of China[2017YFC1404202] ; National Natural Science Foundation of China[12132018] ; National Natural Science Foundation of China[11902024] ; Opening Fund of the Hubei Key Laboratory of Naval Architecture & Ocean Engineering Hydrodynamics[201801]
项目资助者National Key R&D Program of China ; National Natural Science Foundation of China ; Opening Fund of the Hubei Key Laboratory of Naval Architecture & Ocean Engineering Hydrodynamics
论文分区一类
力学所作者排名2
RpAuthorNie, Bingchuan
引用统计
被引频次:10[WOS]   [WOS记录]     [WOS相关记录]
文献类型期刊论文
条目标识符http://dspace.imech.ac.cn/handle/311007/88842
专题流固耦合系统力学重点实验室
作者单位1.Beijing Jiaotong Univ, Sch Phys Sci & Engn, Beijing 100044, Peoples R China;
2.Chinese Acad Sci, Key Lab Mech Fluid Solid Coupling Syst, Inst Mech, Beijing 100190, Peoples R China;
3.Univ Chinese Acad Sci, Sch Engn Sci, Beijing 100049, Peoples R China
推荐引用方式
GB/T 7714
Nie BC,Zhang HQ. Hoop and axial plastic buckling modes of submerged cylindrical shells subjected to side-on underwater explosion shock wave[J]. MARINE STRUCTURES,2022,84:20.Rp_Au:Nie, Bingchuan
APA 聂冰川,&张会琴.(2022).Hoop and axial plastic buckling modes of submerged cylindrical shells subjected to side-on underwater explosion shock wave.MARINE STRUCTURES,84,20.
MLA 聂冰川,et al."Hoop and axial plastic buckling modes of submerged cylindrical shells subjected to side-on underwater explosion shock wave".MARINE STRUCTURES 84(2022):20.
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