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Assessment of concrete strength combining direct and NDT measures via Bayesian inference

机译:通过贝叶斯推断结合直接和无损检测方法评估混凝土强度

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Assessment of existing reinforced concrete structure entails a series of steps, among which the evaluation of the mechanical properties of concrete can be considered a corner-stone. To this end, direct compression tests on cores extracted directly from a structure provide the most reliable estimation of the strength. Unfortunately, the number of cores usually accepted is often limited because the method is expensive and invasive. For this reason, non-destructive (ND) methods are mostly used, whose results are usually calibrated using a limited number of destructive tests, to provide some preliminary information about the homogeneity of the investigated concrete and possibly to suggest zones where to extract other cores. In addition, non-destructive tests may be used to enlarge the database for the estimation of concrete strength. The main drawback in using this approach is that a correlation formula between the in situ measures and concrete strength is required. In many cases, such formula cannot be easily generalized and must be restricted every time based on pairs of indirect and direct measures of strength. Moreover, the use of different experimental techniques (destructive and non-destructive) provides information with different reliability, and the results are thus difficult to combine. For these reasons, in this paper, a technique based on Bayesian inference is proposed to combine in a rational manner the results of direct and indirect measures, providing the probabilistic distribution of the concrete strength and some significant properties such as the median and characteristic value. In this paper, the proposed methodology is developed by considering the ultrasonic pulse velocity (UPV) technique, one of the most popular non-destructive methods employed for the evaluation of concrete strength, although it may be easily extended to other types of in situ measures. To validate the proposed method, two real cases, for which experimental data are available, are analyzed and discussed.
机译:对现有钢筋混凝土结构的评估需要一系列步骤,其中对混凝土力学性能的评估可被视为基石。为此,对直接从结构中提取的岩心进行直接压缩测试可提供最可靠的强度估算。不幸的是,通常接受的核心数量通常是有限的,因为该方法昂贵且具有侵入性。因此,通常使用非破坏性(ND)方法,其结果通常使用有限数量的破坏性测试进行校准,以提供有关所研究混凝土均质性的一些初步信息,并可能建议提取其他岩心的区域。另外,可以使用无损检测来扩大数据库以估计混凝土强度。使用这种方法的主要缺点是需要在原位测量与混凝土强度之间建立一个相关公式。在许多情况下,这样的公式很难轻易地概括,并且每次必须基于成对的间接和直接强度对加以限制。此外,使用不同的实验技术(破坏性和非破坏性)可提供具有不同可靠性的信息,因此难以合并结果。由于这些原因,本文提出了一种基于贝叶斯推理的技术,以合理的方式组合直接和间接测量的结果,提供混凝土强度的概率分布以及一些重要的属性,例如中位数和特征值。在本文中,通过考虑超声脉冲速度(UPV)技术开发了所提出的方法,该方法是用于评估混凝土强度的最流行的非破坏性方法之一,尽管它很容易扩展到其他类型的现场测量方法。 。为了验证所提出的方法,分析和讨论了两个实际案例,这些案例有可用的实验数据。

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