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Evaluation of Interlaminar Shear Strength of Longitudinal GRP Railway Bogie Frames Considering Microstructure Aspects

机译:考虑微观结构的纵向玻璃钢铁路转向架框架层间剪切强度评估

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The paper contains results of a comprehensive research and development programme aimed at an evaluation of static strength of a GRP railway bogie of a new advanced design. The works were carried out as one of the essential phases of the implementation of a EUREKA project EUROBOGIE, which is aimed at development of advanced vehicle bogies and has a great potential to lead to more efficient movement of freight and passengers with lower environmental impact. The GRP bogie design consists of three main load carrying parts, namely two quite massive longitudinal side frames connected by a central transom plate which are manufactured in a single moulding operation using the resin transfer moulding (RTM) method. Since the component is unusually thick, all parameters of the RTM method have to be well balanced. One of the critical issues in the design and manufacture is the connection area of the transom with the side frames. Therefore, testing of this subcomponent was an important part of the bogie development. Results of the experimental programme provided necessary feedback for the optimization of the manufacture technology.
机译:本文包含一项综合研究和开发计划的结果,该计划旨在评估新型先进设计的GRP铁路转向架的静态强度。这项工作是实施EUREKA项目EUROBOGIE的重要阶段之一,该项目旨在开发先进的车辆转向架,并具有极大的潜力,可以提高货运和旅客的运输效率,同时减少对环境的影响。 GRP转向架设计包括三个主要的承载部件,即两个通过中央横档板连接的相当大的纵向侧框架,它们是使用树脂传递成型(RTM)方法在一次成型操作中制造的。由于组件的厚度异常大,因此RTM方法的所有参数必须保持良好的平衡。设计和制造中的关键问题之一是横梁与侧框架的连接区域。因此,对该子组件的测试是转向架开发的重要组成部分。实验程序的结果为优化制造技术提供了必要的反馈。

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