A convex cone programming based implicit material point method

被引:5
作者
Zhou, Xi-Wen [1 ,2 ,3 ,4 ]
Jin, Yin-Fu [1 ,2 ,3 ]
He, Kai-Yuan [1 ,2 ,3 ]
Yin, Zhen-Yu [4 ]
机构
[1] Shenzhen Univ, State Key Lab Intelligent Geotech & Tunnelling, Shenzhen 518060, Guangdong, Peoples R China
[2] Shenzhen Univ, Natl Engn Res Ctr Deep Shaft Construct, Shenzhen 518060, Guangdong, Peoples R China
[3] Shenzhen Univ, Coll Civil & Transportat Engn, Shenzhen 518060, Guangdong, Peoples R China
[4] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hung Hom, Kowloon, Hong Kong, Peoples R China
基金
中国国家自然科学基金;
关键词
Implicit material point method; Convex cone programming; Adhesive -frictional contact; Elastoplastic; Large deformation; GRANULAR CONTACT DYNAMICS; FINITE-ELEMENT-ANALYSIS; IN-CELL METHOD; LARGE-DEFORMATION; FRICTIONAL CONTACT; FORMULATION; ALGORITHM; INTEGRATION; LANDSLIDES;
D O I
10.1016/j.cma.2024.117007
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
For conventional Material Point Method (MPM), both explicit-based and implicit-based MPM have shortcomings: explicit MPM has high requirements on time steps, and implicit MPM has high requirements on convergence. To circumvent these limitations, this paper innovatively proposes a convex cone programming-based implicit MPM (CP-MPM) algorithm, which ensures excellent convergence of solving complex problems involving large deformation, regardless of the chosen time step. In the proposed CP-MPM, the governing equations are initially transformed into a stationary point of a multivariable functional, leveraging the generalized Hellinger-Reissner (HR) variational principle. This stationary point problem is subsequently reformulated as a min-max convex cone optimization problem, with constraints originating from elastoplastic constitutive equations. In addition, a novel particle-based adhesive-frictional contact algorithm is proposed to effectively tackle the interaction between MPM domain and rigid bodies. The contact inequality between material points and rigid bodies is transformed into convex cone constraints, which rigorously prevent material point penetration and facilitate the imposition of irregular boundary conditions. Both elastic and elastoplastic problems involving contact under static or dynamic loading are ultimately represented as standard second-order cone programming (SOCP) problems, which is effectively solved by employing the Primal-Dual Interior Point (PDIP) method. The robustness, accuracy and convergence of the proposed method are validated through a series of elastic and elastoplastic benchmark problems. All results demonstrate the CP-MPM is a very promising method for implicitly solving complex practices.
引用
收藏
页数:37
相关论文
共 50 条
  • [11] A semi-implicit material point method based on fractional-step method for saturated soil
    Kularathna, Shyamini
    Liang, Weijian
    Zhao, Tianchi
    Chandra, Bodhinanda
    Zhao, Jidong
    Soga, Kenichi
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2021, 45 (10) : 1405 - 1436
  • [12] iGIMP: An implicit generalised interpolation material point method for large deformations
    Charlton, T. J.
    Coombs, W. M.
    Augarde, C. E.
    COMPUTERS & STRUCTURES, 2017, 190 : 108 - 125
  • [13] A novel improved edge-based smoothed particle finite element method for elastoplastic contact analysis using second order cone programming
    Zhou, Xi-Wen
    Jin, Yin-Fu
    Yin, Zhen-Yu
    Liu, Feng-Tao
    Chen, Xiangsheng
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2025, 441
  • [14] Development of an implicit contact technique for the material point method
    Acosta, Jose Leon Gonzalez
    Vardon, Philip J.
    Hicks, Michael A.
    COMPUTERS AND GEOTECHNICS, 2021, 130 (130)
  • [15] An improved semi-implicit material point method for simulating large deformation problems in saturated geomaterials
    Yuan, Wei-Hai
    Zheng, Houguo
    Zheng, Xiangcou
    Wang, Bin
    Zhang, Wei
    COMPUTERS AND GEOTECHNICS, 2023, 161
  • [16] an implicit stabilized material point method for modelling coupled hydromechanical problems in two-phase geomaterials
    Sang, Qin-Yang
    Xiong, Yong-Lin
    Zheng, Rong-Yue
    Bao, Xiao-Hua
    Ye, Guan-Lin
    Zhang, Sheng
    COMPUTERS AND GEOTECHNICS, 2024, 166
  • [17] A novel implicit cell-based material point method with particle boundaries and its application to contact problems
    Song, Jae-Uk
    Kim, Hyun-Gyu
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2025, 442
  • [18] Investigation of aspects of an implicit dynamic material point method implementation
    Wang, B.
    Vardon, P. J.
    Hicks, M. A.
    NUMERICAL METHODS IN GEOTECHNICAL ENGINEERING, VOL 1, 2014, : 313 - 318
  • [19] Implicit Time Integration in the Generalized Interpolation Material Point Method for Finite Deformation Hyperelasticity
    Nair, Abilash
    Roy, Samit
    MECHANICS OF ADVANCED MATERIALS AND STRUCTURES, 2012, 19 (06) : 465 - 473
  • [20] Simulation of cone penetration in soil using the material point method
    Bisht, Vibhav
    Salgado, Rodrigo
    Prezzi, Monica
    COMPUTERS AND GEOTECHNICS, 2024, 172