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LARGE SCALE BUCKLING EXPERIMENT AND VALIDATION OF PREDICTIVE CAPABILITIES

机译:大规模屈曲实验和预测能力的验证

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A 9m long airfoil blade section, designed to fail in buckling, has been build and tested destructively in a four-point bending configuration. The purpose of the test was to verify capabilities for predicting buckling of an airfoil section subject to bending. First an analytical method to calculate the critical bifurcation-buckling load of a generally laminated cylindrical shell is presented. The analytical approach is intended for used in the early design phase as a quick estimate of the buckling strength of the design. And also it has been used in the present paper in a structural design optimization scheme presented at the end of the paper, where the critical buckling load is maximized. Secondly a finite element approach is adopted. The commercial finite element package MSC.Patran and MSC.Nastran is used. A set of Patran Command Language routines has been written to automate the very time consuming task of building a finite element model of a blade section. Both geometry and layup data is read directly from ASCII files, which are generated by an in-house developed software, BladeStructure. The data in the ASCII files are then translated to a finite element model of the blade section via the set of PCL routines. Results obtained with the analytical method and the finite element approach are presented and compared with the test data. Finally an example of a gradient based structural design optimization is presented. The critical buckling load is maximized using the orientation of the plies in the layup as design variables.
机译:在四点弯曲配置中,设计用于屈曲的9米长的翼型刀片部分被破坏性地构建和测试。测试的目的是验证用于预测受弯曲的翼型部分的屈曲的能力。首先,提出了一种计算大致层压圆柱壳的临界分叉屈曲负荷的分析方法。分析方法旨在用于早期设计阶段,作为快速估计设计的屈曲强度。并且还已经在本文中使用了在纸末端呈现的结构设计优化方案中,其中临界屈曲负荷最大化。其次是采用有限元方法。使用商业有限元包MSC.Patran和MSC.Nastran。已经编写了一组Patran命令语言例程来自动构建刀片部分有限元模型的非常耗时的任务。直接从ASCII文件读取几何和汇编数据,该文件由内部开发的软件,BladeStucture生成。然后,ASCII文件中的数据通过该组PCL例程将ASCII文件中的数据转换为刀片部分的有限元模型。通过分析方法和有限元方法获得的结果与测试数据进行了比较。最后提出了基于梯度的结构设计优化的示例。使用叠层中的层的方向作为设计变量,临界屈曲负荷最大化。

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