Abstract:This study mainly aims to investigate the applicability of the combination of air-coupled surface-wave and computer-vision techniques to the evaluation of self-healing in in situ concrete members. Small-scale beam specimens were made from ordinary concrete and concretes with solid- and liquid-type capsules; the capsules were employed as self-healing agents. To monitor the crack healing progress, surface-wave tests using an air-coupled transducer and contact receivers were conducted on each specimen in uncracke… Show more
“…Figure 15 shows the scanning electron microscopy (SEM) images of the healing products. It was observed that the healing products consisted of hexagonal crystals of calcium hydroxide and needle-like crystals of C-S-H [ 34 , 35 ].…”
Self-healing cement composites are generally produced by using materials such as inorganic powders, bacteria pellets, and microcapsules. Among them, inorganic powder-type healing materials tend to decrease in healing performance over time because they react relatively quickly. Accordingly, this study encapsulated self-healing inorganic reactive powders in solid capsules (SC) in order to delay their reaction. The capsule surface was coated with a membrane to prevent moisture from permeating it. SC were utilized to provide the self-healing effect to the repair mortar. SC were mixed at three rates (0%, 5%, and 10%) by the binder mass of the repair mortar. The fundamental properties, including rheology, table flow, strength, and length change, and the self-healing performance of the self-healing repair mortar mixes were investigated. It was found that the rheological and mechanical properties of the repair mortar decreased slightly as the amount of SC increased. On the other hand, for a crack width of 0.25 mm and crack inducing age of 28 days, the healing performance of repair mortar specimens containing SC was at least 20 pt% better than that of plain repair mortar after a healing period of 28 days.
“…Figure 15 shows the scanning electron microscopy (SEM) images of the healing products. It was observed that the healing products consisted of hexagonal crystals of calcium hydroxide and needle-like crystals of C-S-H [ 34 , 35 ].…”
Self-healing cement composites are generally produced by using materials such as inorganic powders, bacteria pellets, and microcapsules. Among them, inorganic powder-type healing materials tend to decrease in healing performance over time because they react relatively quickly. Accordingly, this study encapsulated self-healing inorganic reactive powders in solid capsules (SC) in order to delay their reaction. The capsule surface was coated with a membrane to prevent moisture from permeating it. SC were utilized to provide the self-healing effect to the repair mortar. SC were mixed at three rates (0%, 5%, and 10%) by the binder mass of the repair mortar. The fundamental properties, including rheology, table flow, strength, and length change, and the self-healing performance of the self-healing repair mortar mixes were investigated. It was found that the rheological and mechanical properties of the repair mortar decreased slightly as the amount of SC increased. On the other hand, for a crack width of 0.25 mm and crack inducing age of 28 days, the healing performance of repair mortar specimens containing SC was at least 20 pt% better than that of plain repair mortar after a healing period of 28 days.
“…), or material development properties. The most important wave-based methods for evaluating damages in structures made with concrete are: acoustic emission (AE) (Ospitia et al, 2023), impact echo (IE) (Fülöp et al, 2022), ultrasonic pulse velocity (UPV) (Revilla-Cuesta et al, 2022), surface-wave techniques (Lefever et al, 2022(Lefever et al, , 2023Ahn et al, 2018Ahn et al, , 2022aIn et al, 2015) and diffuse-wave techniques (Quiviger et al, 2012;Payan et al, 2013;In et al, 2017;Zhang et al, 2018;Ahn et al, 2022b) for monitoring and evaluation of healing, cracks or discontinuities in concrete.…”
“…Comb transducers [12,13], electromagnetic acoustic transducers (EMATs) [14], interdigital transducers (IDTs) [15], and angle beam wedge transducers [16] are widely used in ultrasonic detection using Rayleigh waves. In addition, Rayleigh waves can also be generated when a piezoelectric (PZT) element rests on the edge of the sample [17], a point or line laser beam acts on the surface [18], an air-coupled transducer incidents wave obliquely to the solid surface [19], and an X-or Y-cut plate is located on the surface of the specimen [4]. In this work, the above transducers are grouped into two categories according to the type of excitation source.…”
Ultrasonic Rayleigh waves have been widely used in nondestructive testing and evaluation as they are sensitive to surface anomalies and conditions of a solid body. The techniques for the generation and reception of Rayleigh waves are mainly based on empirical methods, but theoretical research on these processes can better benefit their practical applications. In this work, a specific theory using a numerical integration is proposed to model wave beam fields generated by the widely used transducers, and to explain the enhanced generation and reception of Rayleigh waves. The simulation results show that Rayleigh waves are enhanced and can be detected through in-phase superposition of waves which are generated by the real sound sources in the solid surface. The reception of Rayleigh waves is also considered, the properties of received waves are thoroughly studied and a reception method with a line source is proposed. Several experiments have been performed to verify the proposed theory, and some important properties or potential applications of corresponding or optimized transducers are discussed based on the theoretical and experimental results.
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