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Optimal experimental design on the loading frequency for a probabilistic fatigue model for plain and fibre-reinforced concrete

机译:普通纤维钢筋混凝土概率疲劳模型装载频率的最佳实验设计

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摘要

The objective is to improve the fatigue characterisation process based on the concept of optimal experimental design. This is carried out through a probabilistic model, previously developed, which takes into account the experimentally observed loading frequency effect on the fatigue life in plain and fibre-reinforced concrete. The Fisher Information Matrix is first obtained for the simplified fatigue model. The optimal design is found to be located at the minimum values allowed for both the maximum stress and stress ratio, whereas the two loading frequencies are the minimum and maximum values in the defined range. Next, the FIM is derived for the extended fatigue model. The previously carried out experimental plan is 65% efficient compared to the optimum. Even though it has been developed for the specific chosen fatigue model, the current procedure can be applied to any other fatigue model to significantly improve the fatigue characterisation process of any material. (C) 2016 Elsevier B.V. All rights reserved.
机译:目的是提高基于最优实验设计概念的疲劳表征过程。这是通过先前开发的概率模型进行的,这考虑了实验观察到的加载频率对普通和纤维钢筋混凝土的疲劳寿命。首先为简化的疲劳模型获得Fisher信息矩阵。发现最佳设计位于最大应力和应力比允许的最小值,而两个装载频率是定义范围内的最小值和最大值。接下来,导出FIM用于扩展疲劳模型。与最佳最佳相比,先前进行的实验计划是65%的效率。尽管已经为特定选择的疲劳模型开发,但是目前的程序可以应用于任何其他疲劳模型,以显着提高任何材料的疲劳表征过程。 (c)2016年Elsevier B.v.保留所有权利。

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