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Volume 58 Issue 1
Jan.  2023
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Journal of Southwest Jiaotong University  > 2023  >  58(1): 167-174, 226.
YUAN Fei, ZHAO Xuyan, WANG Yige, ZHAO Zhisheng. Smoke Recognition Algorithm Based on Lightweight Convolutional Neural Network[J]. Journal of Southwest Jiaotong University, 2020, 55(5): 1111-1116, 1132. doi: 10.3969/j.issn.0258-2724.20190777
Citation: DU Jianhuan, AI Changfa, AN Shaoke, REN Dongya, QIU Yanjun. Analysis of Aggregate Interaction Based on Configuration Force Fracture Criterion[J]. Journal of Southwest Jiaotong University, 2023, 58(1): 167-174, 226. doi: 10.3969/j.issn.0258-2724.20210115
shu

Analysis of Aggregate Interaction Based on Configuration Force Fracture Criterion

doi: 10.3969/j.issn.0258-2724.20210115
  • 1.

    Department of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China

  • 2.

    Highway Engineering Key Laboratory of Sichuan Province, Southwest Jiaotong University, Chengdu 610031, China

  • Received Date: 23 Feb 2021
  • Rev Recd Date: 17 Feb 2022
    • Available Online: 19 Nov 2022
  • Publish Date: 06 Mar 2022
    Abstract

  • In order to study the influence of the initial crack configuration (such as the initial crack deflection angle and the space position) in asphalt concrete on the change of crack propagation path and growth mode, A crack model with different initial configurations was established by extended finite element XFEM with configuration force at crack tip as fracture criterion to simulate the crack propagation through single aggregate and asymmetric double aggregate. The influence of initial crack configuration on crack propagation was analyzed from the aspects of crack propagation path and crack tip’s configurational force. The results are summarized below: 1) Under single aggregate interference, the crack tip’s configurational force gradually increases with the increase of the angle (the angle between the line connecting the crack tip and the center of the aggregate and the x-axis), indicating that the interference effect of the aggregate on the crack propagation gradually weakens. When the angle is over 60°, the interference effect of aggregate on crack propagation is negligible; 2) Under the interference of asymmetric double aggregate, as the angle (the angle between the line connecting the center of the aggregate and the x-axis) increases, the aggregate interference effect on crack propagation gradually enhances. When the angle is over 45°, the crack tip’s configurational force is significantly smaller, that is, the aggregate exhibits a “crack arresting” effect on the crack propagation; 3) When the initial crack deflection angle changes, the interference effect of single aggregate and asymmetric duel-aggregate on crack propagation is similar. The crack tip’s configuration force increases first and then decreases with the increase of deflection angle ; 4) When it is equal to 45°, the larger crack tip’s configurational force means that the crack tends to be in an unstable state, and the inhibitory effect of the aggregate on crack propagation is weak; hence, the improvement of the crack resistance of the asphalt concrete by the aggregate is limited.

     

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