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Model Calibration Efforts for the International Space Station's Solar Array Mast

机译:国际空间站太阳电池阵列桅杆的模型校准工作

摘要

The International Space Station (ISS) relies on sixteen solar-voltaic blankets to provide electrical power to the station. Each pair of blankets is supported by a deployable boom called the Folding Articulated Square Truss Mast (FAST Mast). At certain ISS attitudes, the solar arrays can be positioned in such a way that shadowing of either one or three longerons causes an unexpected asymmetric thermal loading that if unchecked can exceed the operational stability limits of the mast. Work in this paper documents part of an independent NASA Engineering and Safety Center effort to assess the existing operational limits. Because of the complexity of the system, the problem is being worked using a building-block progression from components (longerons), to units (single or multiple bays), to assembly (full mast). The paper presents results from efforts to calibrate the longeron components. The work includes experimental testing of two types of longerons (straight and tapered), development of Finite Element (FE) models, development of parameter uncertainty models, and the establishment of a calibration and validation process to demonstrate adequacy of the models. Models in the context of this paper refer to both FE model and probabilistic parameter models. Results from model calibration of the straight longerons show that the model is capable of predicting the mean load, axial strain, and bending strain. For validation, parameter values obtained from calibration of straight longerons are used to validate experimental results for the tapered longerons.
机译:国际空间站(ISS)依靠16个太阳能毯为该站提供电力。每对毯子由可展开的动臂支撑,该动臂称为可折叠的铰接式方形桁架桅杆(FAST Mast)。在某些ISS姿态下,太阳能电池板的放置方式可以使一个或三个纵梁的阴影引起意外的不对称热负荷,如果不加检查,其可能会超出桅杆的操作稳定性极限。本文的工作记录了独立的NASA工程和安全中心评估现有运行限制的工作的一部分。由于系统的复杂性,正在使用从组件(纵梁)到单元(单个或多个托架)再到组装(完整的桅杆)的构建过程来解决问题。本文介绍了校准纵梁组件的努力结果。这项工作包括对两种类型的纵梁(直的和锥形的)进行实验测试,开发有限元(FE)模型,开发参数不确定性模型以及建立校准和验证过程以证明模型的充分性。本文中的模型同时涉及有限元模型和概率参数模型。直线型纵梁的模型校准结果表明,该模型能够预测平均载荷,轴向应变和弯曲应变。为了进行验证,将从直线型纵梁的校准中获得的参数值用于验证锥形纵梁的实验结果。

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