Double-Double铺层复合材料C型梁变厚度减重优化

Thickness optimization of C-beams for weight reduction based on the Double-Double theory

  • 摘要: 碳纤维增强树脂基复合材料已经成为航空、航天等领域的重要工程材料。然而,传统复合材料的铺层设计效率低、丢层设计复杂,导致复合材料构件存在一定的设计强度冗余和结构超重。Double-Double作为一种全新的复合材料铺层方法,具有铺层设计简单且丢层减重便捷的优点,已成为铺层设计发展的趋势。本文结合Double-Double铺层方法、ABAQUS参数化建模和应变能理论,对复合材料C型梁进行了减重优化设计,建立的有限元分析模型可有效地显示C型梁的弯曲受力状态。结合有限元分析和试验结果,表明Double-Double构件能够有效替代传统铺层构件,在铺层数目一致时Double-Double铺层C型梁的弯曲刚度和极限载荷分别提高了9.28%和12.34%;针对两个优化后的变厚度Double-Double铺层C型梁,其弯曲刚度和强度不仅未减小,整体质量还分别减少了12.5%和17.5%,实现了减重优化目标。

     

    Abstract: Carbon fiber reinforced composites have become important engineering materials in aerospace and other fields. However, the low efficiency of layup design and the complexity of layup design of traditional composites have resulted in a certain design strength redundancy and structural overweight of composite components. Double-Double, as a new composite ply method, has the advantages of simple ply design and convenient ply weight reduction, and has become the future development trend of ply design. This paper combines the Double-Double layup method, ABAQUS parametric modeling and strain energy theory to optimize the weight reduction of composite C-beam, and the established finite element analysis model can effectively show the bending force state of C-beam. Combining finite element analysis and test results, it is shown that the Double-Double members can effectively replace the traditional ply members, and the bending stiffness and ultimate load of the Double-Double C-beam are improved by 9.28% and 12.34%. For the two optimized variable thickness Double-Double C-beams, the bending stiffness and strength are not only not reduced, but their weights are also reduced by 12.5% and 17.5%, respectively, achieving the weight reduction optimization goal.

     

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