Abstract

Concrete has the ability to naturally heal its cracks, in a process called self-healing. This article aimed to analyze the self-healing of concretes, evaluating the influence of fly ash and the age of occurrence of cracks. Concrete specimens were submitted to cracking at 7 and 28 days. Subsequently, the samples were exposed to 12 wetting and drying cycles in order to favor the self-healing process. The phenomenon was evaluated through the ultrasonic pulse velocity testing, performed weekly on the specimens from the molding stage until the end of all cycles. The concretes showed a decrease in ultrasonic pulse velocity at the time they were cracked. This is due to the greater difficulty in the propagation of ultrasonic waves in the voids formed during cracking. This drop was higher for concrete with fly ash. Also, the results show that the fly ash concretes presented a more expressive self-healing process when cracked at 28 days, which may be related to the presence of pozzolanic reactions and the presence of more anhydrous particles. The concretes without fly ash had self-healing when they were cracked at 7 days. This is explained by the high hydration rate characteristic of ordinary Portland cement.

Highlights

  • Cracks in concrete elements favor the entry of aggressive agents and damage the durability of the material

  • The main objective of this study is to follow the autogenous self-healing process in concretes produced with different types of cements through the ultrasonic pulse velocity

  • These results are the average of 3 specimens and they are used to discuss the effect of time and fly ash on ultrasonic pulse velocity

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Summary

Introduction

Cracks in concrete elements favor the entry of aggressive agents and damage the durability of the material. The usual crack repair techniques, such as resin injection, increase the total cost of maintenance [1]. Shows that concrete has an intrinsic property to heal its cracks over time through autogenous self-healing. This process is essentially in the hydration of anhydrous cement particles due to the ingress of water through the cracks. If carbon dioxide penetration is possible, self-healing may occur through the formation of carbonates [2]. Self-healing can be understood as the ability of a material to close cracks, with little or no external help [3]

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