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Prediction intervals for load-sharing systems in accelerated life testing

机译:加速寿命测试中的负载共享系统预测间隔

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Based on accelerated lifetime experiments, we consider the problem of constructing prediction intervals for the time point at which a given number of components of a load-sharing system fails. Our research is motivated by lab experiments with prestressed concrete beams where the tension wires fail successively. Due to an audible noise when breaking, the time points of failure could be determined exactly by acoustic measurements. Under the assumption of equal load sharing between the tension wires, we present a model for the failure times based on a birth process. We provide a model check based on a Q-Q plot including a simulated simultaneous confidence band and four simulation-free prediction methods. Three of the prediction methods are given by confidence sets where two of them are based on classical tests and the third is based on a new outlier-robust test using sign depth. The fourth method uses the implicit function theorem and the delta-method to get prediction intervals without confidence sets for the unknown parameter. We compare these methods by a leave-one-out analysis of the data on prestressed concrete beams. Moreover, a simulation study is performed to discuss advantages and drawbacks of the individual methods.
机译:基于加速的寿命实验,我们考虑构建用于负载共享系统的给定数量的时间点的预测间隔的问题。我们的研究是由实验室实验的动机,其中预应力混凝土梁,张力线连续失效。由于打破时的可听噪声,可以通过声学测量确切地确定故障时间点。在张力线之间的相等负载共享的假设下,我们向基于出生过程提供了一个模型的失败时间。我们提供基于Q-Q图的模型检查,包括模拟同时置信带和四种无需预测方法。其中三种预测方法由置信度集给出,其中两个基于经典测试,第三个是基于使用符号深度的新的异常鲁棒测试。第四种方法使用隐式函数定理和Δ方法来获得未知参数的信心集的预测间隔。我们通过对预应力混凝土梁的数据的休假分析进行比较这些方法。此外,进行模拟研究以讨论各种方法的优缺点。

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