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STATIC AND DYNAMIC RELIABILITY ANALYSIS OF INTEGRAL SATELLITE IN VIEWOF LOW FAILURE PROBABILITY

机译:鉴于低破坏概率,积分卫星的静态和动态可靠性分析

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In conventional safety-factor based design the un-certainty about structural and loading parameters isaccounted for by means of safety factors which areapplied in combination with the results of a deter-ministic analysis. In this case, however, the resultingdegree of conservatism remains unquantified.This shortcoming is avoided in a probabilistic frame-work, where the uncertainties in material and geo-metric properties and in the loading are quantifiedin terms of probability distributions and propagatedto the structural responses upon which the design isbased (e.g. stresses).The application of probabilistic methods to struc-tural design of large-scale structures remains a chal-lenging task, because high levels of reliability implythe necessity to calculate very low failure probabili-ties. The associated difficulties increase in the pres-ence of a high number of uncertain structural pa-rameters, e.g. in the case of FE models of large-scale structures with many thousands DOF's, theperformance of traditional methodologies for relia-bility analysis quickly deteriorates.Recently, a novel method for the estimation oflow failure probabilities has been introduced. Themethod has been termed 'Line Sampling' and hingeson the efficient, approximate estimation of the gra-dient in the space of uncertain parameters and theevaluation of samples along lines that are parallel tothe approximate gradient. With this approach theestimation of sufficiently low failure probabilities (inthe range of 10-6) is feasible at a tolerable compu-tational cost.In the present paper, the application of this newlydeveloped variance reduction technique is demon-strated in connection with ESA's INTEGRAL satel-lite. The FE model consists of roughly 120,000 DOF's and the number of uncertain structural pa-rameters amounts to approximately 1300. Two loadcases are considered in the present study: the firstis a static load case, in which the critical responsequantity is given by the force between the satelliteand its solar panels; the second load case is dynamicand involves the frequency response of the satellite toharmonic excitation in the range between 5 and 100Hz. The obtained results are very significant in thatthey show the feasibility of a full scale probabilisticreliability analysis, in a design context for aerospacestructures.
机译:在传统的基于安全系数的设计中,结构和荷载参数的不确定性是通过与确定性分析结果结合应用的安全系数来解决的。然而,在这种情况下,所得到的保守程度仍然无法量化。在概率框架中避免了该缺点,因为概率框架中材料和几何特性以及载荷的不确定性根据概率分布进行了量化,并传播到结构响应上。概率方法在大型结构的结构设计中的应用仍然是一项艰巨的任务,因为高可靠性意味着需要计算非常低的失效概率。相关的困难增加了许多不确定的结构参数的存在,例如。在具有数千个自由度的大型结构有限元模型的情况下,传统的可靠性分析方法的性能迅速下降。最近,引入了一种新的低失效概率估计方法。该方法已被称为“线采样”,并且在不确定参数空间中铰链是对梯度的有效,近似估计,并且沿着与近似梯度平行的线对样本进行评估。通过这种方法,以可忍受的计算成本估算出足够低的故障概率(在10-6范围内)是可行的。在本文中,结合ESA的INTEGRAL卫星展示了这种新开发的方差减少技术的应用。 -精简版。有限元模型由大约120,000个自由度组成,不确定结构参数的数量大约为1300个。在本研究中考虑了两个载荷工况:第一个是静态载荷工况,其中临界响应量由两个构件之间的力给出。卫星及其太阳能电池板;第二种情况是动态的,涉及卫星对谐波激励的频率响应,范围为5至100Hz。获得的结果非常重要,因为它们表明了在航空航天结构的设计环境中进行全面概率可靠性分析的可行性。

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