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Large-scale engineering failures are not uncommon. In a recent study, it was demonstrated that the crack network and failure mode for a steel bridge built in 1954 was similar to the crack network of that specific bridge built more than 50 years later, despite the fact that the steel alloy used in the bridge built in 1954 was replaced by a different alloy in the second bridge. This result suggests that cracks can appear in a material and not grow or coalesce in a stable manner, or they can develop in a stable manner, but then fail in a non-linear manner. It is believed that cracks grow as a result of stress differences within the material that are not stable leading to fracture. The heterogeneous crack network resulting from the differential shrinkage of the clay, and the strength of the matrix could be a potential source of fracture in cementitious materials. This relationship could be explored further through a direct link between the crystallographic structure of the material and the crack network. For instance, a material with a high degree of crystallographic order could develop a complex crack network while a highly disordered matrix will yield a very simple crack network. Additionally, as the age of the material increases, the crack network and failure mode could also change.
The crack network that develops during desiccation of a material is a complex topological feature that is dependent on several factors. The unconnected porosity of the materials that are fabricated in this study is approximately 40%. The crack network of a material is affected by the density and connectivity of the porosity present within a material, as well as the density and mineral composition of the mineral, the amount of shrinkage experienced by the matrix, the matrix type and strength, and the relationship between the porosity and the mineral phases present in the material. By altering one or all of these variables, a change in the crack network will occur. In this study, we show that the spatial distribution of the clay within the cement matrix, specifically the swelling rate of the clay, is one of the key factors affecting crack formation, distribution, and coalescence. Crack formation, growth, coalescence, and distribution of crack networks during desiccation are influenced by the differential shrinkage rate between the matrix and the swelling clay.
The cracking behavior of cementitious materials is often controlled by factors such as hydration products, material strength, interface properties, and moisture content. This study provides valuable insights that can be used to improve the durability of cementitious materials and mitigate failures.
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