A dynamic ductile failure analysis of shell structures using a nonlocal XFEM method with experimental validation

被引:4
|
作者
Wu, C. T. [1 ]
Ma, N. [2 ]
Guo, Y. [1 ]
Hu, W. [1 ]
Takada, K. [3 ]
Okada, H. [3 ]
Saito, K. [4 ]
机构
[1] LSTC, Livermore, CA 94551 USA
[2] Osaka Univ, CCWS, Osaka 5670047, Japan
[3] Honda Res & Dev Co Ltd, Automobile R&D Ctr, Sakura, Tochigi 3213393, Japan
[4] JSOL Corp, Engn Technol Div, Tokyo 1040053, Japan
关键词
Ductile; Damage; Nonlocal; Shell; XFEM; FINITE-ELEMENT-METHOD; FRACTURE-MECHANICS; CRACK-PROPAGATION; ELASTIC-DAMAGE; COHESIVE LAW; DISCONTINUITIES; FORMULATION; PLASTICITY; SIMULATION; GROWTH;
D O I
10.1016/j.advengsoft.2018.05.009
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper presents a finite element continuous-discontinuous approach for the dynamic ductile failure analysis of shell structures. The continuum damage model based on continuous displacements is used in the continuous stage to describe the diffuse micro-cracking in ductile failure of high-strength steel before a macro-crack is formed. In the context of a fully integrated shear deformable shell formulation, a nonlocal modeling procedure based on a projection of mid-plane reference surface is introduced to regularize the element-wise strain fields induced by the continuum damage model. In the discontinuous stage, an incorporation of velocity discontinuities in shell finite elements is pursued by XFEM method when the damage variable exceeds a critical value and the transition from a continuous to a discontinuous model is permitted. A phantom-node approach is employed in the XFEM method to simplify the numerical treatment of velocity discontinuities in the shell finite element formulation. Several numerical benchmarks are examined using the explicit dynamics analysis and the results are compared with the experimental data to demonstrate the effectiveness and accuracy of the proposed method.
引用
收藏
页码:1 / 12
页数:12
相关论文
共 50 条
  • [31] Dynamic Analysis and Experimental Validation of Periodically Wrapped Cable-Harnessed Plate Structures
    P. Agrawal
    A. Salehian
    Experimental Mechanics, 2022, 62 : 909 - 927
  • [32] Dynamic Analysis and Experimental Validation of Periodically Wrapped Cable-Harnessed Plate Structures
    Agrawal, P.
    Salehian, A.
    EXPERIMENTAL MECHANICS, 2022, 62 (06) : 909 - 927
  • [33] Static and dynamic analysis of shell panels using the analog equation method
    Yiotis, AJ
    Katsikadelis, JT
    CMES-COMPUTER MODELING IN ENGINEERING & SCIENCES, 2000, 1 (02): : 95 - 103
  • [34] Element-free Galerkin method for static and dynamic analysis of spatial shell structures
    Liu, L.
    Chua, L. P.
    Ghista, D. N.
    JOURNAL OF SOUND AND VIBRATION, 2006, 295 (1-2) : 388 - 406
  • [35] XFEM analysis of strain localization on hostun RF sand using integral type nonlocal model
    Zarinfar, M. (zarinfar@dena.kntu.ac.ir), 1600, E-Journal of Geotechnical Engineering, 214B Engineering South, Stillwater, OK 74078, United States (18 W):
  • [36] Fracture analysis in plane structures with the two-scale G/XFEM method
    Malekan, Mohammad
    Barron, Felicio B.
    Pitangueira, Roque L. S.
    INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2018, 155 : 65 - 80
  • [37] A Train-Bridge Dynamic Interaction Analysis Method and Its Experimental Validation
    Zhang, Nan
    Tian, Yuan
    Xia, He
    ENGINEERING, 2016, 2 (04) : 528 - 536
  • [38] EXPERIMENTAL STUDY AND NUMERICAL ANALYSIS OF DYNAMIC FRACTURE IN DUCTILE SOLIDS
    Zheng Jian
    Wang Zeping
    Acta Mechanica Solida Sinica, 1995, (01) : 45 - 50
  • [39] Analysis of ductile cast iron solidification: numerical simulation and experimental validation
    Dardati, P. M.
    Celentano, D. J.
    Godoy, L. A.
    Chiarella, A. A.
    Schulz, B. J.
    INTERNATIONAL JOURNAL OF CAST METALS RESEARCH, 2009, 22 (05) : 390 - 400
  • [40] Nonlinear analysis of cable structures using the dynamic relaxation method
    Rezaiee-Pajand, Mohammad
    Mohammadi-Khatami, Mohammad
    FRONTIERS OF STRUCTURAL AND CIVIL ENGINEERING, 2021, 15 (01) : 253 - 274