Mechanical behavior of strengthened 3D sand-printed specimens under Brazilian test: a novel postprocessing approach

3D sand printing (3DSP) technique is one of the most effective methods for fabricating physical model specimens. However, its limitations in the low strength and stiffness of printed specimens constrain its application in rock mechanics testing. To this end, this study proposes a novel postprocessing approach to enhance the mechanical properties of 3D sand-printed specimens through phenolic resin vacuum infiltration combined with high-temperature curing. Brazilian splitting tests, digital image correlation (DIC), scanning electron microscopy (SEM), and fractal geometry are employed to analyze the mechanical behavior and microstructure of printed specimens. Compared to untreated specimens, the tensile strength of treated specimens increases from 1.39 MPa to 6.40 MPa and the brittleness indices B1, B2, B3 and B4 increase from 5.14, 0.67, 4.27 and 4.97 to 17.95, 0.89, 60.65, and 367.65. The DIC analysis reveals that the yielding of treated specimens becomes insignificant, and the relative normal displacement of the failure surface increases from − 0.25 mm to − 0.39 mm. SEM and fractal dimension analysis confirm that phenolic resin fills pores and strengthens interparticle bonding, resulting in a denser microstructure with the lowest fractal dimension. The tensile strength has a negative relationship with the fractal dimension. The findings in this study provide a new pathway for fabricating physical model specimens.

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Publication Details

Journal
Geomechanics and Geophysics for Geo-Energy and Geo-Resources
Published
2025-05-27
DOI
https://doi.org/10.1007/s40948-025-00975-x
Citations
1
Primary Topic
Innovations in Concrete and Construction Materials
Type
article
Field-Weighted Citation Impact
1.01

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article

Mechanical behavior of strengthened 3D sand-printed specimens under Brazilian test: a novel postprocessing approach

Ke Zhang, Jinming Ye, Kai Zhang, Xianghua Liu et al.
1 citations
Geomechanics and Geophysics for Geo-Energy and Geo-Resources
Innovations in Concrete and Construction Materials
1.01
article

Mechanical behavior of strengthened 3D sand-printed specimens under Brazilian test: a novel postprocessing approach

Ke Zhang, Jinming Ye, Kai Zhang, Xianghua Liu, Jianhua Dong
article en
1 citations

Abstract

3D sand printing (3DSP) technique is one of the most effective methods for fabricating physical model specimens. However, its limitations in the low strength and stiffness of printed specimens constrain its application in rock mechanics testing. To this end, this study proposes a novel postprocessing approach to enhance the mechanical properties of 3D sand-printed specimens through phenolic resin vacuum infiltration combined with high-temperature curing. Brazilian splitting tests, digital image correlation (DIC), scanning electron microscopy (SEM), and fractal geometry are employed to analyze the mechanical behavior and microstructure of printed specimens. Compared to untreated specimens, the tensile strength of treated specimens increases from 1.39 MPa to 6.40 MPa and the brittleness indices B1, B2, B3 and B4 increase from 5.14, 0.67, 4.27 and 4.97 to 17.95, 0.89, 60.65, and 367.65. The DIC analysis reveals that the yielding of treated specimens becomes insignificant, and the relative normal displacement of the failure surface increases from − 0.25 mm to − 0.39 mm. SEM and fractal dimension analysis confirm that phenolic resin fills pores and strengthens interparticle bonding, resulting in a denser microstructure with the lowest fractal dimension. The tensile strength has a negative relationship with the fractal dimension. The findings in this study provide a new pathway for fabricating physical model specimens.

Geomechanics and Geophysics for Geo-Energy and Geo-ResourcesVol. 11(1)
Kunming University of Science and Technology (CN), China Three Gorges Corporation (China) (CN), Jiangxi University of Technology (CN), Wuhan University (CN), Jiangxi Academy of Environmental Sciences (CN)
Natural Science Foundation of Jiangxi Province
Climate action
Openalex Percentile: Top 25%
Innovations in Concrete and Construction Materials
1.01
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