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May 1, 2026Rock Mechanics and Rock EngineeringOpen Access

Mechanical Response Characteristics and Progressive Instability Mechanical Model of Pre-cracked Sandstone Under Cyclic Impact Load

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Authors

RXRijie XuAnhui University of Science and TechnologyKYKe YangAnhui Jianzhu UniversityWLWenjie LiuAnhui University of Science and Technology

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Implication

Randomized trial investigates mechanical responses and damage in pre-cracked rocks under cyclic impact loads, suggesting stability control measures.

Key Points

  • This research aims to understand the mechanical behavior of pre-cracked sandstone under cyclic impact loading, focusing on energy damage modeling and stability.
  • Conducted constant-amplitude cyclic impact tests using the split Hopkinson pressure bar system on pre-cracked red sandstone.
  • Analyzed dynamic response, fragment distribution, and energy dissipation characteristics of the specimens under varying conditions.
  • Established a progressive instability mechanical model based on experimental findings.
  • Under cyclic impact loading, peak stress decreased with more cycles, showing a V-shaped distribution linked to crack angles.
  • Energy dissipation followed an initial slow absorption phase, accelerating in later cycles; integrity loss minimized this initial phase.
  • Damage accumulation was nonlinear, peaking at a 30° crack angle, while higher angles led to decreased damage.

Cite This Study

Xu et al. (2026) studied this question.

synapsesocial.com/papers/69f44223967e944ac5565f40https://doi.org/10.1007/s00603-026-05490-3
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