A design method for a deep-sea pressure-resistant device composite material shell and application thereof

By establishing a prediction formula through nonlinear buckling analysis and response surface regression, the problem of nonlinear buckling load prediction for hybrid fiber layup configurations in deep-sea pressure-resistant devices was solved, achieving the effect of maintaining high buckling load capacity and structural stability while reducing costs.

CN122548865APending Publication Date: 2026-08-11JIANGSU UNIV OF SCI & TECH +1
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Patent Information

Application Number
CN202610691140.0
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2026-05-19
Publication Date
2026-08-11

AI Technical Summary

Technical Problem

Existing technologies lack nonlinear buckling load prediction models for hybrid fiber layup configurations in deep-sea pressure-resistant devices, making it difficult to maintain high buckling capacity while reducing material costs. Furthermore, there is a lack of systematic mechanistic explanations and cost-benefit assessment methods for initial geometric defects and hybrid layup characteristics.

Method used

A nonlinear buckling analysis model was adopted, and the nonlinear ultimate bearing load was extracted by the Riks arc length method. A prediction formula was established by combining response surface regression, and the relationship between the proportion of hybrid fibers and cost was quantified. A composite shell structure with high modulus fibers concentrated on the inner and outer surfaces and low modulus fibers in the middle layer was designed. The performance and cost were quantitatively analyzed using RP, RC, and MPR indicators.

Benefits of technology

It enables precise correction of the linear theoretical buckling load, improves the reliability of load-bearing capacity assessment, reduces material costs, enhances structural stability and damage tolerance, and provides a flexible design decision-making tool.

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Abstract

This invention discloses a design method for composite material shells of deep-sea pressure-resistant devices and its application. The design method selects four key parameters: initial out-of-roundness amplitude, wall thickness deviation coefficient, hybrid fiber ratio, and difference in elastic modulus between inner and outer fibers. Combining nonlinear finite element analysis and response surface regression techniques, a quantitative prediction model of nonlinear buckling load with respect to the above parameters is established. Based on this, the buckling resistance advantages and performance-cost marginal benefit relationship of hybrid ply configuration are systematically explained from the two dimensions of structural mechanics mechanism and engineering economy.
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