Citation: Chidiac, S.E.; Reda, M.A.
Performance Modeling of Spherical
Capsules during Mixing of
Self-Consolidating Concrete.
Materials 2023, 16, 2379. https://
doi.org/10.3390/ma16062379
Academic Editor: Marjan Marinšek
Received: 19 February 2023
Revised: 9 March 2023
Accepted: 14 March 2023
Published: 16 March 2023
Copyright: © 2023 by the authors.
Licensee MDPI, Basel, Switzerland.
This article is an open access article
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4.0/).
materials
Article
Performance Modeling of Spherical Capsules during Mixing of
Self-Consolidating Concrete
Samir E. Chidiac * and Mouna A. Reda
Department of Civil Engineering, McMaster University, 1280 Main Street West, Hamilton, ON L8S 4L7, Canada
* Correspondence: chidiac@mcmaster.ca
Abstract: Autonomous healing is a very promising technique in self-healing concrete systems. For
capsules to achieve their anticipated performance, they should be able to survive the harsh mixing
conditions of concrete, yet rupture upon concrete cracking. At present, there are no standard test
methods, either experimental or analytical, for determining the capsule survival rate during concrete
mixing. This study investigates the correlation between the capsules’ shell properties, concrete
rheological properties, the capsules’ external forces, and capsule survival rate during concrete
mixing. Finite element and statistical modeling techniques were employed to evaluate the capsule
performance and predict the survival rate of capsules during concrete mixing, with 68% confidence.
The results revealed that the capsules’ survivability during concrete mixing is highly influenced by
the capsule’s radius-to-thickness ratio, the rheological properties of the fresh concrete, the average-
paste-thickness (APT) of the concrete mix, the aggregate content and angularity, and the speed of
the mixer. In brief, capsules with a radius-to-thickness ratio between 30 and 45 are likely to survive
concrete mixing and yet still rupture upon concrete cracking.
Keywords: self-healing; capsule survival rate; FE model; probability; rheological properties; concrete;
concrete pan mixer
1. Introduction
Encapsulation, which is employed to protect the healing agent during the mixing
and casting of fresh concrete and to release the agent upon the cracking of hardened
concrete [1,2], is a promising technique for the creation of autonomous self-healing concrete
systems [3–22]. For the capsules to achieve their objective, the shell’s mechanical and
geometrical properties need to be compatible with those of the concrete matrix. Ideally,
the shell needs to be ductile to endure the harsh concrete mixing conditions and brittle
to rupture upon concrete cracking. Different shell materials, including glass [5,21–29],
ceramics [21,29], and polymers [2–4,9,12,14–16,18,19,30–41], have been investigated and
tested in the literature. Test results revealed that glass and ceramics have low survivability
during mixing [42,43], whereas polymers have “switchable” mechanical properties, with a
higher survival ratio [13,44–47]. The robustness of capsules to survive mixing conditions
requires not only their resistance to the shear forces applied by the concrete mixer, but
also to the punching stress exerted by the aggregates [47–49]. The review of the literature
revealed that there are no standard test methods for measuring the performance of capsules
in terms of survivability during concrete mixing and placing. The studies documented in
the literature, which are presented here, show inconsistencies in the results, as different test
methods and measuring techniques are used to assess performance. Moreover, the survival
rate of the capsules during mixing is found to be highly influenced by the geometrical and
mechanical properties of the shell, the concrete rheological properties, and the speed and
type of the concrete mixer. As such, there is a need to develop standard testing protocol
to evaluate the performance of capsules in self-healing cementitious materials during the
mixing and placing of concrete, as their performance impacts the efficiency and efficacy of
Materials 2023, 16, 2379. https://doi.org/10.3390/ma16062379 https://www.mdpi.com/journal/materials