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Experimental Study on Ultrasonic Monitoring of Splitting Failure in Reinforced Concrete

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TLDR
In this paper, the authors investigated inspection of reinforced concrete elements sensitive to the splitting failure and proposed a damage detection procedure based on the ultrasonic wave propagation technique, where the piezoelectric transducers are located on both ends of the specimen and measurements are taken periodically during the incrementally increased loading.
Abstract
This paper investigates inspection of reinforced concrete elements sensitive to the splitting failure. The behaviour of a reinforced concrete specimen subjected to a tensile stress is considered. The damage detection procedure is based on the ultrasonic wave propagation technique. The piezoelectric transducers are located on both ends of the specimen and the measurements are taken periodically during the incrementally increased loading. The features of measured signals in time and frequency domains as well as wavelet transforms before and after the splitting failure are studied. The experimental results show that proposed method can be used for monitoring of damage evolution in concrete elements. The method makes possible detection of the moment just before the splitting failure occurs.

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Zernike-moment measurement of thin-crack width in images enabled by dual-scale deep learning

TL;DR: Although crack inspection is a routine practice in civil infrastructure management (especially for highway bridge structures), it is timeconsuming and safety-concerning to trained enginee... as discussed by the authors, the authors of this paper
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Remote sensing and photogrammetry techniques in diagnostics of concrete structures

TL;DR: In this article, the authors show a potential spectrum of use Terrestrial Laser Scanning (TLS) in diagnostics of reinforced concrete elements and propose few methods and procedures to virtually reconstruct failure process, measure geometry and assess a condition of structure.
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Non-Destructive Testing of Materials in Civil Engineering.

TL;DR: This issue was proposed and organized as a means to present recent developments in the field of non-destructive testing of materials in civil engineering, and interesting results with significance for building practices were obtained.
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Damage Detection of L-Shaped Concrete Filled Steel Tube (L-CFST) Columns under Cyclic Loading Using Embedded Piezoceramic Transducers.

TL;DR: It is concluded that the use of smart aggregate can directly and clearly reflect the damage process of the concrete core, demonstrating the feasibility of using piezoceramic smart aggregates to monitor the internal concrete damage of the L-CFST column.
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Evaluating the damage in reinforced concrete slabs under bending test with the energy of ultrasonic waves

TL;DR: In this paper, the feasibility and sensitivity of ultrasonic probe waves for characterizing the mechanical damage of reinforced concrete slabs during bending tests either in sound concrete or in concrete affected by alkali-silica reaction (ASR).
References
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Book

A wavelet tour of signal processing

TL;DR: An introduction to a Transient World and an Approximation Tour of Wavelet Packet and Local Cosine Bases.
Book

Structural Health Monitoring: with Piezoelectric Wafer Active Sensors

TL;DR: Structural Health Monitoring with Piezoelectric Wafer active sensors (PWAS) as mentioned in this paper is the first comprehensive textbook to provide background information, theoretical modeling, and experimental examples on the principal technologies involved in SHM.
Journal ArticleDOI

The interaction of Lamb waves with defects

TL;DR: The results indicate that Lamb waves may be used to find notches when the wavelength to notch depth ratio is on the order of 40, and the 2-D Fourier transform method is used to quantify Lamb wave interactions with defects.
Journal ArticleDOI

Crack classification in concrete based on acoustic emission

TL;DR: In this article, two crack classification methods are compared and discussed from results of three types of concrete failure tests, and it is shown that the ratios of the shear crack which are identified by Green's functions for moment tensor analysis are good agreement with those by parameter analysis in the case that the proportion of the RA value and the average frequency is set to 1-200.
Journal ArticleDOI

Application of infrared thermography to the non-destructive testing of concrete and masonry bridges

TL;DR: In this article, it is shown that even with the low ambient temperatures experienced in Europe it is possible to use infrared thermography to identify correctly known areas of delamination in a concrete bridge structure and also to investigate the internal structure of a masonry bridge.
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