A novel improved edge-based smoothed particle finite element method for elastoplastic contact analysis using second order cone programming

被引:0
作者
Zhou, Xi-Wen [1 ,2 ,3 ,4 ]
Jin, Yin-Fu [1 ,2 ,3 ]
Yin, Zhen-Yu [4 ]
Liu, Feng-Tao [5 ]
Chen, Xiangsheng [1 ,2 ,3 ]
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
[5] Guilin Univ Technol, Guangxi Key Lab Geotech Mech Engn, Guilin 541004, Peoples R China
基金
国家自然科学基金重大项目; 中国国家自然科学基金;
关键词
Second order cone programming; Interior point method; Contact; Elastoplastic deformations; Smoothed finite element method; INTERIOR-POINT METHOD; MASONRY BLOCK STRUCTURES; LIMIT ANALYSIS; LARGE-DEFORMATION; FRICTIONAL CONTACT; FORMULATION; DYNAMICS; SIMULATION; ALGORITHM;
D O I
10.1016/j.cma.2025.118016
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Contact problems are of paramount importance in engineering but present significant challenges for numerical solutions due to their highly nonlinear nature. Recognizing that contact problems can be formulated as optimization problems with inequality constraints has paved the way for advanced techniques such as the Interior Point (IP) method. This study presents an Improved Edge-based Smoothed Particle Finite Element Method (IES-PFEM) with novel contact scheme for elastoplastic analysis involving large deformation using Second-Order Cone Programming (SOCP). Within the proposed framework, classical node-to-surface (NTS) and surface-to-surface (STS) contact discretization schemes in SOCP form are rigorously achieved. The governing equations of elastoplastic boundary value problems are formulated as a min-max problem via the mixed variation principle, and by applying the primal-dual theory of convex optimization, the problem is transformed into a dual formulation with stresses as optimization variables. The Mohr-Coulomb plastic yield criterion and the Coulomb friction law are naturally expressed as second-order cone constraints. A fixed-point iteration scheme is developed to address unphysical normal expansion arising from the natural derivation of an associated friction model within the SOCP formulation. Furthermore, the volumetric locking problem in nearly incompressible materials is alleviated by IES-PFEM formulation without requiring additional stabilization techniques. The proposed method is validated through a series of benchmark examples involving contact and elastoplastic deformations. Numerical results confirm the capability of the proposed approach to handle both contact and elastoplastic nonlinearities effectively, without the need for convergence control, highlighting the superiority of the proposed method.
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页数:42
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