Concrete-to-concrete interfaces: Interlocking architecture for improved toughness

• Tensile performance of interface interlock geometries. • Toughness increase governed by the extent of SHCC microcracking around the interface. • Lubricated interfaces facilitated key pullout and quasi-plastic deformation of SHCC. • The loss of confinement due to radial cracking leads to failure of the connection. • Trade made by losing strength and stiffness. Concrete-to-concrete interfaces are brittle and reinforced with steel to ensure force transfer and provide ductility. Recent research in ceramics and polymers shows that by implementing intricate interlocking geometries, named bistable interlocks, toughness can be added to inherently brittle materials and their connections. In this research, the “bistable interlock” concept is applied to cementitious materials (strain-hardening cementitious composites, SHCC) offering a novel approach to increase the toughness of concrete interfaces. A bistable interlock mechanism is achieved by geometrically designing double-radii surface morphologies that can lock into two hardening positions under tensile loads and is combined with material hardening interlock of SHCC. The investigation focused on the effects of interface shape (straight vs. curved) and geometric characteristics (key length and diameter of interface keys), and interface treatments (as-cast, lubricated, and prefabricated). The findings highlight the critical role of interface treatment. Specimens with an untreated, strong interface were unable to activate bistable behavior, primarily failing due to key rupture. Lubricated interfaces facilitated key pullout, demonstrating in curved specimens up to 80% higher energy absorption compared to untreated specimens. The tensile strength of the architectured interface reached about 30% of the SHCC strength, whereas its deformation capacity was doubled. These results underscore the potential for customized, tough connections and their application in the design of precast concrete components.

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Publication Details

Journal
Engineering Fracture Mechanics
Published
2025-09-21
DOI
https://doi.org/10.1016/j.engfracmech.2025.111547
Citations
1
Primary Topic
Geochemistry and Geologic Mapping
Type
article
Field-Weighted Citation Impact
2.48
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Concrete-to-concrete interfaces: Interlocking architecture for improved toughness

1 citations
Engineering Fracture Mechanics
Geochemistry and Geologic Mapping
2.48
article

Concrete-to-concrete interfaces: Interlocking architecture for improved toughness

article en
1 citations

Abstract

• Tensile performance of interface interlock geometries. • Toughness increase governed by the extent of SHCC microcracking around the interface. • Lubricated interfaces facilitated key pullout and quasi-plastic deformation of SHCC. • The loss of confinement due to radial cracking leads to failure of the connection. • Trade made by losing strength and stiffness. Concrete-to-concrete interfaces are brittle and reinforced with steel to ensure force transfer and provide ductility. Recent research in ceramics and polymers shows that by implementing intricate interlocking geometries, named bistable interlocks, toughness can be added to inherently brittle materials and their connections. In this research, the “bistable interlock” concept is applied to cementitious materials (strain-hardening cementitious composites, SHCC) offering a novel approach to increase the toughness of concrete interfaces. A bistable interlock mechanism is achieved by geometrically designing double-radii surface morphologies that can lock into two hardening positions under tensile loads and is combined with material hardening interlock of SHCC. The investigation focused on the effects of interface shape (straight vs. curved) and geometric characteristics (key length and diameter of interface keys), and interface treatments (as-cast, lubricated, and prefabricated). The findings highlight the critical role of interface treatment. Specimens with an untreated, strong interface were unable to activate bistable behavior, primarily failing due to key rupture. Lubricated interfaces facilitated key pullout, demonstrating in curved specimens up to 80% higher energy absorption compared to untreated specimens. The tensile strength of the architectured interface reached about 30% of the SHCC strength, whereas its deformation capacity was doubled. These results underscore the potential for customized, tough connections and their application in the design of precast concrete components.

Engineering Fracture MechanicsVol. 329
Delft University of Technology (NL)
Sustainable cities and communities
Openalex Percentile: Top 7%
Geochemistry and Geologic Mapping
2.48
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Concrete-to-concrete interfaces: Interlocking architecture for improved toughness · Engineering Fracture Mechanics (2025) | TGRS Research Map | TGRS