静水外压作用下空心双折叠夹芯受压壳的屈曲

IF 5.5 2区 工程技术 Q1 ENGINEERING, CIVIL
Yongmei Zhu , Zhijing Zuo , Xilu Zhao
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引用次数: 0

摘要

基于折纸工程原理,设计了一种中空双折叠夹层结构的碳纤维增强聚合物(CFRP)压力壳,以增强其在静水外压下的屈曲能力。该结构集成了棋盘图案的空心核心和局部折叠单元,结合了轻质PVC核心和高强度CFRP外皮,以最大限度地提高截面惯性矩,同时最小化质量。这种结构利用了折纸几何形状固有的多重稳定性和能量吸收优势。通过非线性数值分析和静水压力试验对极限屈曲载荷进行了研究。结果表明,壳体沿中心轴对称屈曲,实验数据重复性高。非线性模拟与实验值在10%的范围内一致。最重要的是,折纸壳比同等质量的传统双层壳表现出更高的屈曲载荷,证实了夹层结构在提高结构稳定性方面的有效性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Buckling of a hollow double-folded sandwich pressure shell under hydrostatic external pressure
Based on the principle of origami engineering, a carbon fiber-reinforced polymer (CFRP) pressure shell with a hollow double-folded sandwich structure was designed to enhance its buckling under hydrostatic external pressure. The structure integrates a checkerboard-patterned hollow core with localized folding units, combining a lightweight PVC core and high-strength CFRP skins to maximize the sectional moment of inertia while minimizing mass. This configuration capitalizes on the multi-stability and energy-absorption advantages inherent to origami-inspired geometries. The ultimate buckling load was investigated through nonlinear numerical analysis and hydrostatic pressure tests. Results demonstrate that the shell buckled symmetrically along its central axis, with experimental data showing high repeatability. Nonlinear simulations agreed with experimental values within a 10 % margin. Crucially, the origami-engineered shell exhibited a significantly higher buckling load than a traditional double-layer shell of equivalent mass, confirming the efficacy of the sandwich architecture in boosting structural stability.
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来源期刊
Ocean Engineering
Ocean Engineering 工程技术-工程:大洋
CiteScore
7.30
自引率
34.00%
发文量
2379
审稿时长
8.1 months
期刊介绍: Ocean Engineering provides a medium for the publication of original research and development work in the field of ocean engineering. Ocean Engineering seeks papers in the following topics.
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