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Evaluation of concrete strength by means of ultrasonic waves: A method for the selection of coring position

机译:超声波评估混凝土强度:选择取芯位置的方法

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摘要

The evaluation of the concrete properties in a structure has a fundamental importance for safety and structural integrity assessments. An adequate knowledge of the structural concrete performances can be obtained from a large number of cores where performing destructive tests. Non-destructive ultrasonic waves test can be performed before other kind of tests, allowing to improve the assessment of the structural concrete performances and to extend the results to the same kind of elements of the structure, not directly investigated by destructive tests. The aim of this work is to test a new method to identify a good practice to select the position of testing points on which extract the cores starting from an analysis of a preliminary campaign of non-destructive measurements. In this way it is possible to reduce risk of errors of the compressive strength evaluation by a different approach from those used nowadays. The data obtained from an experimental campaign with both non-destructive and destructive tests on 75 concrete columns were considered to validate the new method. The implications of a completely random choice and the guided choice, using the method proposed, were analysed with an iterative and exhaustive approach. European Standard (EN 13791) was followed for in situ measurements and preliminary data analysis.
机译:对结构中混凝土性能的评估对于安全性和结构完整性评估至关重要。可以从进行破坏性试验的大量岩心中获得有关结构混凝土性能的足够知识。可以在其他类型的测试之前执行无损超声波测试,从而可以改善对结构混凝土性能的评估,并将结果扩展到结构的同类元素上,而无需通过破坏性测试直接进行研究。这项工作的目的是测试一种新方法,以确定一种良好做法,以从对无损测量的初步活动进行分析开始,选择提取芯子的测试点的位置。以这种方式,可以通过与目前使用的方法不同的方法来降低抗压强度评估的误差风险。通过对75个混凝土柱进行非破坏性和破坏性测试的实验活动获得的数据被认为可以验证该新方法。使用提出的方法,通过迭代和穷举的方法分析了完全随机选择和指导选择的含义。遵循欧洲标准(EN 13791)进行现场测量和初步数据分析。

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