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Research on Internal Response in Three-Dimensional Elastodynamic Time Domain Boundary Element Method

Author

Listed:
  • Lihui Li

    (College of Urban and Rural Construction, Hebei Agricultural University, Baoding 071001, China
    Hebei Key Laboratory of Structural Safety and Low-Carbon Construction for Rural Buildings, Hebei Agricultural University, Baoding 071001, China)

  • Honjun Li

    (College of Urban and Rural Construction, Hebei Agricultural University, Baoding 071001, China
    Hebei Key Laboratory of Structural Safety and Low-Carbon Construction for Rural Buildings, Hebei Agricultural University, Baoding 071001, China)

  • Xiaofei Qin

    (College of Civil Engineering and Architecture, Henan University of Technology, Zhengzhou 450001, China)

  • Weidong Lei

    (School of Civil and Environmental Engineering, Harbin Institute of Technology (Shenzhen), Shenzhen 518055, China)

  • Yan Liu

    (College of Urban and Rural Construction, Hebei Agricultural University, Baoding 071001, China
    Hebei Key Laboratory of Structural Safety and Low-Carbon Construction for Rural Buildings, Hebei Agricultural University, Baoding 071001, China)

Abstract

This study extends the calculation of unknown quantities at boundary points to the computation of internal displacements and stresses. The methodological approach is broadly consistent with boundary point calculations. However, the computation of internal unknowns does not involve spatial singularities; the internal stress boundary integral equation is first derived. Subsequently, the obtained boundary integral equation is numerically processed, requiring discretization in both time and space, followed by assembly and solution. When solving the elements in the influence coefficient matrices, the displacement influence coefficient matrix S and the traction influence coefficient matrix D exhibit only wavefront singularities. These wavefront singularities are treated analytically in the time domain, and the spatial integrals are handled using Gaussian numerical integration. The correctness of the algorithm and theory is verified through two classical numerical examples. A theoretically sound and accurate three-dimensional elastodynamic time domain boundary element method and its corresponding computational program are established, providing a reliable tool for guiding engineering design.

Suggested Citation

  • Lihui Li & Honjun Li & Xiaofei Qin & Weidong Lei & Yan Liu, 2025. "Research on Internal Response in Three-Dimensional Elastodynamic Time Domain Boundary Element Method," Mathematics, MDPI, vol. 13(7), pages 1-16, March.
    • Handle: RePEc:gam:jmathe:v:13:y:2025:i:7:p:1025-:d:1617503
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