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基于有限元分析的水下平台结构优化设计

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设计了一种复合材料水下平台,简要概述了其结构要点,基于 Patran 软件建立了水下平台有限元模型,进行了两种工况下平台强度仿真计算,并探讨了壁厚和缠绕角对平台强度和挠度的影响.分析结果表明:缠绕角相同时,随着浮筒壁厚减小平台挠度增大;壁厚相同时,随着缠绕角变小平台挠度减小.最终确定水下平台在浮筒壁厚 10mm、缠绕角±30°时挠度为 0.151 m,最大应力为 60.2 MPa.该方案在满足使用要求的同时减轻了水下平台质量,也为水下平台复合材料工艺设计及制造奠定了一定基础.
Optimal Design of Underwater Platform Structure Based on Finite Element Analysis
A composite underwater platform was designed,and its structural points were briefly summarized.A finite element model of the underwater platform was established based on the Patran software,and the strength simulation calculation of the platform was carried out under two working conditions.The influence of wall thickness and winding angle on the platform strength and deflection was discussed.The results showed that when the winding angle was the same,the platform deflection increased with the decrease of the float wall thickness,and when the wall thickness was the same,the platform deflection decreased with the decrease of the winding angle.It was finally determined that the deflection of the underwater platform was 0.151 m and the maximum stress was 60.2 MPa when the pontoon wall thickness was 10 mm and the winding angle was±30°,which met the use requirements,reduced the quality of the underwater platform,and laid a certain foundation for the design and manufacturing of composite materials for the underwater platform.

composite material underwater platformstrengthsimulation calculationwinding angledeflection

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中国船舶重工集团有限公司 第七一○研究所,湖北 宜昌 443003

复合材料水下平台 强度 仿真计算 缠绕角 挠度

2024

机械工程与自动化
山西省机电设计研究院 山西省机械工程学会

机械工程与自动化

影响因子:0.251
ISSN:1672-6413
年,卷(期):2024.(5)
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