Scaled boundary polygon formula for Cosserat continuum and its verification

被引:31
作者
Chen, Kai [1 ,2 ]
Zou, Degao [1 ,2 ]
Tang, Hongxiang [1 ,3 ]
Liu, Jingmao [1 ,2 ]
Zhuo, Yue [1 ,2 ]
机构
[1] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Liaoning, Peoples R China
[2] Dalian Univ Technol, Sch Hydraul Engn, Dalian 116024, Liaoning, Peoples R China
[3] Dalian Univ Technol, Sch Civil Engn, Dalian 116024, Liaoning, Peoples R China
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
Scaled Boundary FEM; Polygonal Cosserat continuum method; Stress concentration; Incompressible material; Opening structures; FINITE-ELEMENT-METHOD; STRESS-CONCENTRATION; CIRCULAR HOLES; PRESSURE; PLATE; SBFEM;
D O I
10.1016/j.enganabound.2021.02.007
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Cosserat continuum method can be used to solve stress concentration of holes. However, with the shape limitation of its elements, it is worthwhile to improve the element quality so that this method can be universal and feasible to complex situations. In this paper, a flexible polygonal Cosserat continuum analysis method is firstly deduced and numerically developed based on the theory of Scaled Boundary FEM. Stress concentration on the holes embedded in different structures is then investigated using the proposed method and verified against theoretical solution, which not only shows good agreement, but also reasonably weakens the stress concentration. The proposed method can closely replicate the theoretical solution for the case when the material is nearly incompressible (Poisson?s ratio close to 0.5), also indicating the robustness of this method. Additionally, complex polygonal elements can be solved directly, coupling the quadtree and polygon discretization techniques seamlessly, wherein the efficiency and convenience are improved for processing complex geometries. The proposed method can provide important technical support for stress concentration analysis of structures with complex holes, and contribute to facilitating shape optimization of holes design.
引用
收藏
页码:136 / 150
页数:15
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