Effect of loading rate and arc boundary on dynamic crack arrest behavior of brittle material under dynamic loads

The development and extension of microcracks in rocks affect the integrity and stability of rock mass construction. External dynamic loads with different loading rates lead to different dynamic fracture characteristics of rock fractures. In this study, a large-sized PMMA specimen with an arc boundary was proposed. The time at which the crack started and spread was determined using drop hammer impact testing and crack growth meter testing. Subsequently, the microscopic characteristics of the crack fracture surfaces were analyzed using a scanning electron microscope. Finally, the dynamic fracture toughness of the crack tip of the PMMA specimen was calculated using the finite-element method. Both experimental and numerical studies indicated that the arc boundary of the specimen demonstrated effective capabilities for arresting propagating cracks, and as the loading rate increased, the crack velocity also increased, while the crack initiation time decreased. The crack no longer propagated along the original crack surface after the crack arrest. The peak compressive stress along the crack trajectories increased with the loading rate. During the early stages of crack propagation, the highest compressive stress was observed for the 65° specimen. Conversely, during the later stages of the crack propagation, the 125° specimen exhibits the highest compressive stress. The dynamic arrest toughness of the crack is greater than the dynamic initiation and propagation toughness of the crack. As the loading rates increased, the dynamic initiation and propagating toughness of the crack also increased, while the dynamic arrest toughness of the crack changed little with the loading rate.

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Publication Details

Journal
Scientific Reports
Published
2025-04-17
DOI
https://doi.org/10.1038/s41598-025-97742-5
Citations
1
Primary Topic
Structural Response to Dynamic Loads
Type
article
Field-Weighted Citation Impact
0.95

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Effect of loading rate and arc boundary on dynamic crack arrest behavior of brittle material under dynamic loads

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1 citations
Scientific Reports
Structural Response to Dynamic Loads
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article

Effect of loading rate and arc boundary on dynamic crack arrest behavior of brittle material under dynamic loads

Lei Zhou, Zheming Zhu, Quan Yuan, Ling Wang, Shuang Tian, Yikun Li, Lin Lang
article en
1 citations

Abstract

The development and extension of microcracks in rocks affect the integrity and stability of rock mass construction. External dynamic loads with different loading rates lead to different dynamic fracture characteristics of rock fractures. In this study, a large-sized PMMA specimen with an arc boundary was proposed. The time at which the crack started and spread was determined using drop hammer impact testing and crack growth meter testing. Subsequently, the microscopic characteristics of the crack fracture surfaces were analyzed using a scanning electron microscope. Finally, the dynamic fracture toughness of the crack tip of the PMMA specimen was calculated using the finite-element method. Both experimental and numerical studies indicated that the arc boundary of the specimen demonstrated effective capabilities for arresting propagating cracks, and as the loading rate increased, the crack velocity also increased, while the crack initiation time decreased. The crack no longer propagated along the original crack surface after the crack arrest. The peak compressive stress along the crack trajectories increased with the loading rate. During the early stages of crack propagation, the highest compressive stress was observed for the 65° specimen. Conversely, during the later stages of the crack propagation, the 125° specimen exhibits the highest compressive stress. The dynamic arrest toughness of the crack is greater than the dynamic initiation and propagation toughness of the crack. As the loading rates increased, the dynamic initiation and propagating toughness of the crack also increased, while the dynamic arrest toughness of the crack changed little with the loading rate.

Scientific ReportsVol. 15(1)
Xihua University (CN), Sichuan University (CN)
National Natural Science Foundation of China, Department of Science and Technology of Sichuan Province, Natural Science Foundation of Sichuan Province
Climate action
Openalex Percentile: Top 27%
Structural Response to Dynamic Loads
0.95
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