Velocity-based space-time finite element method for large deformation analysis of solids incorporating arbitrary moving mesh and hypoelastic constitutive model

被引:0
作者
Shimizu S.
Fujisawa K.
Sharma V.
机构
基金
日本学术振兴会;
关键词
Arbitrary moving mesh; Geometrical nonlinearity; Iterative method; Large deformation analysis of solids; Stress update; Velocity-based space-time finite element method;
D O I
10.11421/jsces.2023.20230004
中图分类号
学科分类号
摘要
This study proposes a velocily-based space-time finite element method (v-ST/FEM) that enables a large deformation analysis of solids over arbitrary moving mesh (AMM) via simple and rigorous formulation in the space-time domain. The proposed method solves quasi-static problems with a hypoelastic constitutive model. The Cauchy stress convected through AMM is incrementally updated following the relative velocity between the moving mesh and the solid deformation, which results in the weak form for the primary unknown of velocity. An iterative algorithm for solving the discretized system equation is implemented, whereby geometrical nonlinearity is considered by the iterative update of the stress over the moving mesh. Numerical analyses of benchmark problems such as simple tensile deformation, rotating cylinder under compression, and non-uniform large tensile deformation have been conducted. The numerical results have shown that v-ST/FEM achieves as accurate computation over AMM as over Lagrangian mesh and have demonstrated the applicability of AMM. © 2023 by the Japan Society for Computational Engineering and Science.
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共 25 条
[1]  
Bathe K.-J., Ramm E., Wilson E. L., Finite element fomiulations for large deformation dynamic analysis, International Journal for Numerical Methods in Engineering, 9-2, pp. 353-386, (1975)
[2]  
Demarco. D., Dvorkin E N., An Eulerian finite element formulation for modelling stationary finite strain elastic deformation processes, International Journal for Numerical Methods in Engineering, 62-8, pp. 1038-1063, (2005)
[3]  
Okazawa S., Kashiyama K., Kaneko Y, Eulerian formulation using stabilized finite element method for large deformation solid dynamics, International Journal for Numerical Methods in Engineering, 72-13, pp. 1544-1559, (2007)
[4]  
Qiu G., Henke S., Grabe. J., Application of a Coupled Eulerian-Lagrangian approach on geomechani-cal problems involving large deformations, Computers and Geotechnics, 38, 1, pp. 30-39, (2011)
[5]  
An efficient, accurate, simple ale method for nonlinear finite element programs, Computer Methods in Applied Mechanics and Engineering, 72, 3, pp. 305-350, (1989)
[6]  
Sheng . M.., Stress integration and mesh refinement for large deformation in geomechan-ics, International Journal for Numerical Methods in Engineering, 65-7, pp. 1002-1027, (2006)
[7]  
Wang . Y., Lu Y, Ooi J. Y, Numerical modelling of dynamic pressure and flow in hopper discharge using the Arbitrary Lagrangian-Eulerian formulation, Engineering Structures, 56, pp. 1308-1320, (2013)
[8]  
Wang D., Bienen B., Nazem M., Tian Y, Zheng J., Pucker T., Randolph M. F., Large deformation finite element analyses in geotechnical engineering, Computers and Geotechnics, 65, pp. 104-114, (2015)
[9]  
Liu S., Tang X., Li . J., A decoupled Arbitrary Lagrangian-Eulerian method for large deformation analysis of saturated sand, Soils and Foundations, 62-2, (2022)
[10]  
Liu W. K., Belytschko T, Chang H., An arbitrary lagrangian-eulerian finite element method for path-dependent materials, Computer Methods in Applied Mechanics and Engineering, 58-2, pp. 227-245, (1986)