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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.
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页数:37
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