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Grid-Stiffened Panel Optimization using Curvilinear Stiffeners

机译:使用曲线加劲肋的网格加劲板优化

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Most of the time, grid-stiffened panels utilize straight stiffeners and their use is limited to fuselage structures. Their design is strongly dependent upon the manufacturing constraints like cost and lead time. Manufacturing techniques like Electron Beam Free Form Fabrication (EBF3), Friction Stir Welding (FSW) and Rapid Manufacturing techniques have created new opportunities and much bigger design space to optimize structures of complex shapes especially the aerospace vehicles panels which might be grid-stiffened using curvilinear (alignment) stiffeners. A framework is developed to minimize the mass of panels stiffened by blade stiffeners and subjected to constraints on buckling, von Mises stress, and crippling or local failure of the stiffener using global and/or gradient based optimization techniques. The stiffeners are defined in a parametric fashion using a set of design variables that include the orientation, the shape of the stiffeners, and the spacing between the stiffeners. Other design variables are the stiffeners' thicknesses and heights, and the plate thickness. Using this framework, three rectangular flat panels, similar to the ones used in practical applications, are optimized for different loading conditions. The optimal designs are governed by the location, size, curvature and the spacing between the stiffeners. The optimal spacing between the stiffeners is strongly dependent upon the minimum gauge manufacturing constraint and the applied loads. So, this framework has the flexibility to design traditional grid-stiffened panels as well as the optimal grid-stiffened panel with curvilinear stiffeners.
机译:多数情况下,格栅加筋的面板使用笔直的加劲肋,并且它们的使用仅限于机身结构。他们的设计在很大程度上取决于制造约束,例如成本和交货时间。电子束自由成形(EBF3),搅拌摩擦焊(FSW)和快速制造技术等制造技术为优化复杂形状的结构(尤其是可能使用曲线网格加固的航空航天车辆面板)创造了新的机遇,并提供了更大的设计空间。 (对齐)加劲肋。使用基于全局和/或基于梯度的优化技术,开发出一种框架以最小化由叶片加强件加强的板的质量,并承受屈曲,冯·米塞斯应力以及加强件的弯曲或局部破坏的约束。使用一组设计变量以参数方式定义加劲肋,这些设计变量包括方向,加劲肋的形状以及加劲肋之间的间距。其他设计变量是加劲肋的厚度和高度,以及板的厚度。使用该框架,可以针对不同的负载条件优化三个矩形平板,与实际应用中使用的矩形平板相同。最佳设计取决于加强筋的位置,大小,曲率和间距。加劲肋之间的最佳间距在很大程度上取决于最小规格的制造约束和所施加的载荷。因此,该框架可以灵活地设计传统的格栅加筋板以及具有曲线加劲肋的最佳格栅加筋板。

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