# Numerical Investigation on Effect of Chamfering on Mechanical Behaviors in Continuous Network Composite

**Authors:** Tao Li, Tianzi Wang, Jianchao Li, Cheng Liu, Bowen Gong, Wenting Ouyang, Likun Wang, Sainan Ma, Zhong Zheng, Bo Yuan, Huan Wang, Xiang Gao

PMC · DOI: 10.3390/ma18204810 · Materials · 2025-10-21

## TL;DR

Chamfering in a 3D network composite reduces both strength and elongation due to stress concentration and lower load-bearing capacity.

## Contribution

A numerical simulation framework reveals the negative impact of chamfering on mechanical performance in network composites.

## Key findings

- Chamfering reduces strength from 367 MPa to 312 MPa and elongation from 4.1% to 2.0%.
- Stress concentration increases in narrower network plates with chamfering.
- Crack deflection and energy dissipation are suppressed in chamfered models.

## Abstract

The network architecture has demonstrated considerable potential for enhancing the strength–ductility synergy in metal matrix composites (MMCs). Intuitively, the intersections of network layers are expected to induce a stress concentration, leading to premature brittle fractures. Introducing chamfers to round the network cells may mitigate the local stress concentration and thereby improve elongation. Here, a numerical simulation framework was developed to investigate the effect of chamfering on the mechanical behavior of a three-dimensional (3D) continuous SiC3D/Al composite with a network architecture. A Voronoi tessellation algorithm was employed to generate the continuous network structural SiC phase. By inducing ductile and brittle damage criterions in the matrix and reinforcement elements, respectively, the mechanical behavior can be predicted via the finite element method (FEM). The predicted mechanical properties reveal an unexpected trend: chamfering results in a simultaneous reduction in both strength (from 367 MPa to 312 MPa) and elongation (from 4.1% to 2.0%). With chamfering, the enlarged intersection of the network layer bears a lower load, whereas the narrower network plates exhibit higher stress concentrations. As a result, the overall load-bearing capacity of the SiC3D reinforcement decreases monotonically with an increasing chamfer size f. Furthermore, the non-uniform stress distribution promotes the premature fracture of the SiC3D, which reduces elongation. Additionally, the crack deflection behavior is suppressed in the chamfered models, leading to decreasing energy dissipation. This unanticipated outcome highlights an important architectural design principle: maintaining uniform geometric dimensions is critical for achieving optimal composite performance.

## Full-text entities

- **Diseases:** brittle fractures (MESH:D010013)
- **Chemicals:** Al (MESH:D000535), metal (MESH:D008670), SiC3D (-)

## Full text

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## Figures

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## References

37 references — full list in the complete paper: https://tomesphere.com/paper/PMC12565935/full.md

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Source: https://tomesphere.com/paper/PMC12565935