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基于子模型的大型复合材料飞机结构屈曲稳定性数值分析及优化技术研究

Research of the buckling stability analysis and optimum design of a composite wing based on the submodel technique
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摘要 随着计算机科学和有限元技术的发展,屈曲稳定性问题有限元数值求解技术已经比较成熟但是在大型复杂结构工程应用中还是由于计算量大、收敛困难而受到限制,特别是在需要反复迭代计算的优化过程中,更是受到该问题的困扰。针对某大型复合材料机翼结构的考虑稳定性约束条件的优化问题,提取其典型盒段进行分析技术验证,研究计算效率和精度对于单元尺寸的要求。取误差限为1%,位移计算模型单元尺寸要求为150mm,而屈曲临界载荷系数计算模型单元尺寸要求为10mm。采用150mm的单元尺寸建立全结构模型进行位移求解,将位移计算结果应用于采用单元尺寸10mm建立的危险部位子模型进行稳定性求解,完成某复合材料机翼结构打样阶段优化设计,结构总质量较初始设计减轻24%,在满足精度要求的同时,计算效率显著提高。 With the development of computer science and finite element method, the finite element solution to buckling stability has been researched much more and can quite work well. But it is still enslaved to the large and complex structures, because of the spending and convergence. In the process of iterative computation for optimum design, this disadvantage is especially severe. In the optimum design of one large composite wing subject to buckling stability constrant, the typical box structure of the wing is built to research the element size requirement of computation precision and efficiency. Here the error limit is set to 1%, and the model with element size of 150mm can be satisfaction to the displacement, but 10mm to buckling load factor. In this paper, the wing is meshed with the element size of 150mm to obtain the displacement solution, which is used to decide where the submodel with the element size of 10mm is built to gain the buckling solution. By this method, the optimum design of the wing is finished efficiently and accurately, and the structure weight is reduced about 24%.
作者 易龙 彭云
出处 《机械设计与制造》 北大核心 2007年第2期4-6,共3页 Machinery Design & Manufacture
关键词 有限元法同曲稳定性 子模型 优化设计 Finite element method Buckling stability Submodel Optimum design
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参考文献9

  • 1朱菊芬,初晓婷.变化截面复合材料箱型结构后屈曲性态分析[J].大连理工大学学报,2002,42(1):36-41. 被引量:8
  • 2顾元宪,赵国忠,李云鹏.复合材料层合板屈曲稳定性优化设计及其灵敏度计算方法[J].复合材料学报,2002,19(4):81-85. 被引量:24
  • 3Omprakash Seresta,Sameer B Mulani,Mostafa M Abdalla.Stacking sequence design of laminated composite plates for maximum flutter velocity and buckling capacity with stability constraint.AIAA-2005-2107.
  • 4Haftka RT,Gθurdal Z.Elements of structural optimization.Third ed,Dordrecht,Netherlands:Kluwer Academic Publishers,1992.
  • 5Tea Hee Lee,Jung Hun Yoo,Min Uk Lee.Refined semi-analytical design sensitivity analysis with commercial finite element package.AIAA2004-4534.
  • 6Van Keulen F,de Boer H.Rigorous improvement of semi-analytical design sensitivities by exact differentiation of rigid body motion.International Journal for Numerical Methods in Engineering,1998,42:71~ 91.
  • 7Van Keulen F,de Boer H.Refined semi-analytical design sensitivities.International Journal Solids and Structures,2000,37:6961~6980.
  • 8Parente E J,Vaz L E.Improvement of semi-analytical design sensitivities of non-linear structures using equilibrium relations.International Journal for Numerical Methods in Engineering,2001,50:2 127~2 142.
  • 9Lan Yu,Zhang Lian-jie.Large finite element analyse software ANSYS[J].Application of science and technology,2000.(6):11-15.

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