Dynamic Mechanical Properties and Damage Evolution Mechanism of Polyvinyl Alcohol Modified Alkali-Activated Materials

To investigate the failure characteristics and high-strain-rate mechanical response of polyvinyl alcohol-modified alkali-activated materials (PAAMs) under static and dynamic impact loads, quasi-static and uniaxial impact compression tests were performed on AAMs with varying PVA content. These tests employed a universal testing machine and an 80 mm diameter split Hopkinson pressure bar (SHPB). Digital image correlation (DIC) was then utilized to study the surface strain field of the composite material, and the crack propagation process during sample failure was analyzed. The experimental results demonstrate that the compressive strength of AAMs diminishes with higher PVA content, while the flexural strength initially increases before decreasing. It is suggested that the optimal PVA content should not exceed 5%. When the strain rate varies from 25.22 to 130.08 s−1, the dynamic compressive strength, dissipated energy, and dynamic compressive increase factor (DCIF) of the samples all exhibit significant strain rate effects. Furthermore, the logarithmic function model effectively fits the dynamic strength evolution pattern of AAMs. DIC observations reveal that, under high strain rates, the crack mode of the samples gradually transitions from tensile failure to a combined tensile–shear multi-crack pattern. Furthermore, the crack propagation rate rises as the strain rate increases, which demonstrates the toughening effect of PVA on AAMs.

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Publication Details

Journal
Buildings
Published
2025-10-09
DOI
https://doi.org/10.3390/buildings15193612
Primary Topic
Concrete and Cement Materials Research
Type
article
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article

Dynamic Mechanical Properties and Damage Evolution Mechanism of Polyvinyl Alcohol Modified Alkali-Activated Materials

Yimeng Zhao, Kangmin Niu, Yunpeng Liu, Binghan Li et al.
Buildings
Concrete and Cement Materials Research
article

Dynamic Mechanical Properties and Damage Evolution Mechanism of Polyvinyl Alcohol Modified Alkali-Activated Materials

Yimeng Zhao, Kangmin Niu, Yunpeng Liu, Binghan Li, Feifan Chen, Yubo Zhang, Yen Wei
article en

Abstract

To investigate the failure characteristics and high-strain-rate mechanical response of polyvinyl alcohol-modified alkali-activated materials (PAAMs) under static and dynamic impact loads, quasi-static and uniaxial impact compression tests were performed on AAMs with varying PVA content. These tests employed a universal testing machine and an 80 mm diameter split Hopkinson pressure bar (SHPB). Digital image correlation (DIC) was then utilized to study the surface strain field of the composite material, and the crack propagation process during sample failure was analyzed. The experimental results demonstrate that the compressive strength of AAMs diminishes with higher PVA content, while the flexural strength initially increases before decreasing. It is suggested that the optimal PVA content should not exceed 5%. When the strain rate varies from 25.22 to 130.08 s−1, the dynamic compressive strength, dissipated energy, and dynamic compressive increase factor (DCIF) of the samples all exhibit significant strain rate effects. Furthermore, the logarithmic function model effectively fits the dynamic strength evolution pattern of AAMs. DIC observations reveal that, under high strain rates, the crack mode of the samples gradually transitions from tensile failure to a combined tensile–shear multi-crack pattern. Furthermore, the crack propagation rate rises as the strain rate increases, which demonstrates the toughening effect of PVA on AAMs.

BuildingsVol. 15(19)
Hebei Agricultural University (CN), Yunnan Agricultural University (CN), University of Science and Technology Beijing (CN), Tsinghua University (CN)
Openalex Percentile: Top 70%
Concrete and Cement Materials Research
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Dynamic Mechanical Properties and Damage Evolution Mechanism of Polyvinyl Alcohol Modified Alkali-Activated Materials — Yimeng Zhao, Kangmin Niu, et al. · Buildings (2025) | TGRS Research Map | TGRS