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Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

邮发代号 80-968

2019 Impact Factor: 1.68

Frontiers of Structural and Civil Engineering  2024, Vol. 18 Issue (1): 1-13   https://doi.org/10.1007/s11709-024-1043-9
  本期目录
Multiscale analysis-based peridynamic simulation of fracture in porous media
Zihao YANG1, Shangkun SHEN1, Xiaofei GUAN2(), Xindang HE3(), Junzhi CUI4
1. School of Mathematics and Statistics, Northwestern Polytechnical University, Xi’an 710072, China
2. School of Mathematical Sciences, Tongji University, Shanghai 200092, China
3. School of Mechanics, Civil Engineering and Architecture, Northwestern Polytechnical University, Xi’an 710072, China
4. LSEC, ICMSEC, Academy of Mathematics and Systems Science, CAS, Beijing 100190, China
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Abstract

The simulation of fracture in large-scale structures made of porous media remains a challenging task. Current techniques either assume a homogeneous model, disregarding the microstructure characteristics, or adopt a micro-mechanical model, which incurs an intractable computational cost due to its complex stochastic geometry and physical properties, as well as its nonlinear and multiscale features. In this study, we propose a multiscale analysis-based dual-variable-horizon peridynamics (PD) model to efficiently simulate macroscopic structural fracture. The influence of microstructures in porous media on macroscopic structural failure is represented by two PD parameters: the equivalent critical stretch and micro-modulus. The equivalent critical stretch is calculated using the microscale PD model, while the equivalent micro-modulus is obtained through the homogenization method and energy density equivalence between classical continuum mechanics and PD models. Numerical examples of porous media with various microstructures demonstrate the validity, accuracy, and efficiency of the proposed method.

Key wordsporous media    multiscale    variable-horizon peridynamic    equivalent critical stretch    equivalent micro-modulus
收稿日期: 2023-06-04      出版日期: 2024-05-24
Corresponding Author(s): Xiaofei GUAN,Xindang HE   
 引用本文:   
. [J]. Frontiers of Structural and Civil Engineering, 2024, 18(1): 1-13.
Zihao YANG, Shangkun SHEN, Xiaofei GUAN, Xindang HE, Junzhi CUI. Multiscale analysis-based peridynamic simulation of fracture in porous media. Front. Struct. Civ. Eng., 2024, 18(1): 1-13.
 链接本文:  
https://academic.hep.com.cn/fsce/CN/10.1007/s11709-024-1043-9
https://academic.hep.com.cn/fsce/CN/Y2024/V18/I1/1
Fig.1  
Fig.2  
Fig.3  
Fig.4  
RadiusModelElementsNodesStepsFreedomTime (s)
2.0 mmDPD440004530110011021087607.26
Micro-PD36683837200129503775.16
Macro-PD40964225100148742148.04
DPD408004230110010361063660.43
2.5 mmMicro-PD34563637200126263974.01
Macro-PD40964225100148742231.92
DPD412004290110010355456285.75
3.0 mmMicro-PD33323525200108582446.85
Macro-PD40964225100148741953.11
Tab.1  
Fig.5  
Fig.6  
Fig.7  
Fig.8  
Fig.9  
DistributionMethodElementsNodesFreedomTime (s)
NormalDPD22400 × 606222400 × 634222400 × 6342
Micro-PD60626342263408494.79
Macro-PD22400228144808626894.06
UniformDPD22400 × 1060922400 × 1094522400 × 10945
Micro-PD1060910945404639233.86
Macro-PD22400228144808828612.31
Tab.2  
Fig.10  
Fig.11  
DistributionModelElementsNodesFreedomTime (s)
NormalDPD6357 × 60626357 × 63426357 × 6342
Micro-PD60626342263408494.79
Macro-PD8884906931998198828.90
UniformDPD22400 × 1060922400 × 1094522400 × 10945
Micro-PD1060910945404639233.86
Macro-PD8884906930194139628.27
Tab.3  
Fig.12  
Fig.13  
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