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首页> 外文期刊>International journal for uncertainty quantifications >ON THE ROBUSTNESS OF STRUCTURAL RISK OPTIMIZATION WITH RESPECT TO EPISTEMIC UNCERTAINTIES
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ON THE ROBUSTNESS OF STRUCTURAL RISK OPTIMIZATION WITH RESPECT TO EPISTEMIC UNCERTAINTIES

机译:关于表面不确定性的结构风险优化的鲁棒性

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摘要

In the context of structural design, risk optimization allows one to find a proper point of balance between the concurrent goals of economy and safety. Risk optimization involves the minimization of total expected costs, which include expected costs of failure. Expected costs of failure are evaluated from nominal failure probabilities, which reflect the analyst's degree of belief in the structure's performance. Such failure probabilities are said to be nominal because they are evaluated from imperfect and/or incomplete mechanical, mathematical and probabilistic models. Hence, model uncertainty and other types of epistemic uncertainties are likely to compromise the results of risk optimization. In this paper, the concept of robustness is employed in order to find risk optimization solutions which are less sensitive to epistemic uncertainties. The investigation is based on a simple but illustrative problem, which is built from an elementary but fundamental structural (load-resistance) reliability problem. Intrinsic or aleatoric uncertainties, which can be quantified probabilistically and modeled as random variables or stochastic processes, are incorporated in the underlying structural reliability problem. Epistemic uncertainties that can only be quantified possibilistically are modeled as fuzzy variables, based on subjective judgment. These include uncertainties in random load and resistance variables, in the nominal (calculated) failure probabilities and in the nominal costs of failure. The risk optimization problem is made robust with respect to the whole fuzzy portfolio ofepistemic uncertainties. An application example, involving optimization of partial safety factors for the codified design of steel beams under bending, is also presented. In general, results obtained herein show that the robust formulation leads to optimal structural configurations which are more conservative, present higher nominal costs but which are less sensitive to epistemic uncertainties, in comparison to the non-robust optimum structures. This is especially true for larger levels of intrinsic uncertainties (in the underlying reliability problem) and for greater costs of failure. The essential result of robust optimization is also shown to be insensitive to reasonable variations of expert confidence: the robust solution is more conservative and more expensive, but also less sensitive to epistemic uncertainties. The more pessimistic the expert, the more conservative is the robust solution he gets, in comparison to the nominal, non-robust solution.
机译:在结构设计的背景下,风险优化使人们可以在并发的经济和安全目标之间找到适当的平衡点。风险优化涉及将总预期成本(包括故障的预期成本)降至最低。预期的失效成本是根据名义失效概率评估的,该概率反映了分析师对结构性能的信任程度。此类故障概率之所以称呼是名义上的,是因为它们是根据不完善和/或不完整的机械,数学和概率模型进行评估的。因此,模型不确定性和其他类型的认知不确定性可能会损害风险优化的结果。在本文中,采用鲁棒性的概念来找到对认知不确定性较不敏感的风险优化解决方案。该调查基于一个简单但说明性的问题,该问题是基于一个基本但基本的结构(抗负载)可靠性问题构建的。固有的或不确定的不确定性可以概率性地量化并建模为随机变量或随机过程,它们被包含在潜在的结构可靠性问题中。基于主观判断,只能将可能量化的认知不确定性建模为模糊变量。这些包括随机载荷和电阻变量,标称(计算)的故障概率以及标称的故障成本的不确定性。相对于不确定性的整个模糊组合,使风险优化问题具有鲁棒性。还给出了一个应用示例,其中涉及优化部分安全系数以进行弯曲下钢梁的规范化设计。一般而言,本文获得的结果表明,与非稳健的最佳结构相比,稳健的配方可导致最佳的结构构型,该构型更为保守,呈现较高的标称成本,但对认知不确定性较不敏感。对于更大程度的固有不确定性(在潜在的可靠性问题中)和更大的故障成本而言,尤其如此。鲁棒优化的基本结果还显示出对专家信心的合理变化不敏感:鲁棒的解决方案更保守,更昂贵,但对认知不确定性也不那么敏感。与名义上的非鲁棒解决方案相比,专家越悲观,他得到的鲁棒解决方案就越保守。

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