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Optimal design of geodesically stiffened composite cylindrical shells

机译:测地线加固复合圆柱壳的优化设计

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摘要

An optimization system based on the finite element code Computations Structural Mechanics (CSM) Testbed and the optimization program, Automated Design Synthesis (ADS), is described. The optimization system can be used to obtain minimum-weight designs of composite stiffened structures. Ply thickness, ply orientations, and stiffener heights can be used as design variables. Buckling, displacement, and material failure constraints can be imposed on the design. The system is used to conduct a design study of geodesically stiffened shells. For comparison purposes, optimal designs of unstiffened shells and shells stiffened by rings and stingers are also obtained. Trends in the design of geodesically stiffened shells are identified. An approach to include local stress concentrations during the design optimization process is then presented. The method is based on a global/local analysis technique. It employs spline interpolation functions to determine displacements and rotations from a global model which are used as 'boundary conditions' for the local model. The organization of the strategy in the context of an optimization process is described. The method is validated with an example.
机译:描述了基于有限元代码计算结构力学(CSM)测试平台和优化程序自动设计综合(ADS)的优化系统。该优化系统可用于获得复合材料加劲结构的最小重量设计。层厚度,层方向和加劲肋高度可用作设计变量。屈曲,位移和材料破坏约束可以施加到设计上。该系统用于进行测地线加劲壳的设计研究。为了进行比较,还获得了未加硬壳的最佳设计以及通过环和and子加劲的壳的最佳设计。确定了测地线加劲壳的设计趋势。然后提出了一种在设计优化过程中包括局部应力集中的方法。该方法基于全局/局部分析技术。它采用样条插值函数从全局模型确定位移和旋转,这些位移和旋转用作局部模型的“边界条件”。描述了在优化过程中策略的组织。通过一个示例验证了该方法。

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  • 作者

    Gendron, G.; Guerdal, Z.;

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  • 年度 1992
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