Coupling Nonlinear Element Free Galerkin and Linear Galerkin Finite Volume Solver for 2D Modeling of Local Plasticity in Structural Material

Document Type : Original Article

Authors

Department of Civil Engineering, KNToosi University of Technology, Tehran, Iran

Abstract

This paper introduces a computational strategy to collaboratively develop the Galerkin Finite Volume Method (GFVM) as one of the most straightforward and efficient explicit numerical methods to solve structural problems encountering material nonlinearity in a small limited area, while the remainder of the domain represents a linear elastic behavior. In this regard, the Element Free Galerkin method (EFG), which is remarkably robust and accurate, but presumably more expensive, has locally been employed as a nonlinear sub-model to cover the shortcomings of the GFVM in the elastoplastic analysis. Since the formulations of these two methods are fundamentally different, the iterative zonal coupling has been accomplished using overlapping Multi-Grid (MG) patches with a non-matching interface and Iterative Global/Local (IGL) approach. The main property of such an algorithm is its non-intrusiveness, which means the complex nonlinear EFG solver is locally utilized over an elastic global GFVM without any geometric modification. This method is verified and investigated with available analytical and numerical solutions which gave quiet promising results showing the robustness and accuracy of the method. The Moving Least-Square approximation (MLS) has widely been applied on transfer level due to the non-conforming interface at the patch edges, and easily allows us to attach complex geometries with different mesh patterns. The new type of Quasi-Newtonian accelerator is adopted on the global material constitutive matrices and its convergence property and accuracy is compared with dynamic Aitken accelerators for two-dimensional problems in MATLAB. Finally, various accelerator types and mapping strategies are also concerned in the examination.

Keywords



1. Cormier, N.G., Smallwood, B.S., Sinclair, G.B. and Meda, G.,
“Aggressive submodelling of stress concentrations”,
International Journal for Numerical Methods in Engineering,
Vol. 46, No. 6, (1999), 889–909.  
2. Kelley, C. T. and Sachs, E. W., “Local Convergence of the
Symmetric Rank-One Iteration”, Computational Optimization
and Applications, Vol. 9, No. 1, (1998), 43–63.  
3. Jara‐Almonte, C. C. and Knight, C. E., “The specified boundary
stiffness/force SBSF method for finite element subregion
analysis”, International Journal for Numerical Methods in
Engineering, Vol. 26, No. 7, (1988), 1567–1578.  
4. Emeka, A. E., Jonah Chukwuemeka, A., and Benjamin.Okwudili,
M., “Deformation Behaviour of Erodible Soil Stabilized with
Cement and Quarry Dust”, Emerging Science Journal, Vol. 2,
No. 6, (2018), 383.  
5. Mao, K. M. and Sun, C. T., “A refined global‐local finite element
analysis method”, International Journal for Numerical Methods
in Engineering, Vol. 32, No. 1, (1991), 29–43.  
6. Whitcomb, J. D., Iterative global/local finite element analysis”,
Computers and Structures, Vol. 40, No. 4, (1991), 1027–1031.  
7. Hirai, I., Wang, B. P., and Pilkey, W. D., “An efficient zooming
method for finite element analysis”, International Journal for 
Numerical Methods in Engineering, Vol. 20, No. 9, (1984),
1671–1683.  
8. Hirai, I., Uchiyama, Y., Mizuta, Y. and Pilkey, W.D., “An exact
zooming method”, Finite Elements in Analysis and Design, Vol.
1, No. 1, (1985), 61–69.  
9. Mandel, J. and Dohrmann, C. R., “Convergence of a balancing
domain decomposition by constraints and energy minimization”,
Numerical Linear Algebra with Applications, Vol. 10, No. 7,
(2003), 639–659.  
10. Ladevèze, P. and Dureisseix, D., “A micro / macro approach for
parallel computing of heterogeneous structures”, International
Journal for Computational Civil and Structural Engineering,
Vol. 1, (2017), 180-28. 
11. Naderi, A. and Baradaran, G. H., “Element free galerkin method
for static analysis of thin micro/nanoscale plates based on the
nonlocal plate theory”, International Journal of Engineering,
Transactions A: Basics, Vol. 26, No. 7, (2013), 795–806.  
12. Cresta, P., Allix, O., Rey, C. and Guinard, S., “Nonlinear
localization strategies for domain decomposition methods:
Application to post-buckling analyses”, Computer Methods in
Applied Mechanics and Engineering, Vol. 196, No. 8, (2007),
1436–1446.  
13. Bagheri, A., Baradaran, G.H. and Mahmoodabadi, M.J.,
“Meshless Local Petrov-galerkin Method for Elasto-static
Analysis of Thick-walled Isotropic Laminated Cylinders”,
International Journal of Engineering - Transactions B:
Applications, Vol. 27, No. 11, (2014), 1731–1740.  
14. Belytschko, T., Organ, D., and Krongauz, Y., “A coupled finite
element-element-free Galerkin method”, Computational
Mechanics, Vol. 17, No. 3, (1995), 186–195.  
15. Aour, B., Rahmani, O., and Nait-Abdelaziz, M., “A coupled
FEM/BEM approach and its accuracy for solving crack problems
in fracture mechanics”, International Journal of Solids and
Structures, Vol. 44, No. 7–8, (2007), 2523–2539.  
16. Godinho, L., Soares Jr, D., Pereira, A. and Dors, C., “Iterative
coupling between the MFS and Kansa’s method for acoustic
problems”, WIT Transactions on Modelling and Simulation,
Vol. 54, (2013), 123–132.  
17. Whitcomb, J. D. and Woo, K., “Application of Iterative
Global/Local Finite Element Analysis. Part 1: Linear Analysis”,
Communications in Numerical Methods in Engineering, Vol. 9,
No. 9, (1993), 745–756.  
18. Park, K. C., Felippa, C. A., and Rebel, G., “A simple algorithm
for localized construction of non-matching structural interfaces”,
International Journal for Numerical Methods in Engineering,
Vol. 53, No. 9, (2002), 2117–2142.  
19. El-Gebeily, M., Elleithy, W. M., and Al-Gahtani, H. J.,
“Convergence of the domain decomposition finite elementboundary
element coupling methods”, Computer Methods in
Applied Mechanics and Engineering, Vol. 191, No. 43, (2002),
4851–4867.  
20. Elleithy, W. M., Tanaka, M., and Guzik, A., “Interface relaxation
FEM-BEM coupling method for elasto-plastic analysis”,
Engineering Analysis with Boundary Elements, Vol. 28, No. 7,
(2004), 849–857.  
21. Forcellini, D., Tanganelli, M., and Viti, S., “Response Site
Analyses of 3D Homogeneous Soil Models”, Emerging Science
Journal, Vol. 2, No. 5, (2018), 238.  
22. Duval, M., Lozinski, A., Passieux, J.C. and Salaün, M., “Nonintrusive
coupling : multiscale computation and finite element
mesh adaptation”, In eXtended Discretization MethodS (X-DMS
2015), Italy, (2015), 3–5.  
23. Duval, M., Passieux, J.C., Salaün, M. and Guinard, S., “Nonintrusive
Coupling: Recent Advances and Scalable Nonlinear
Domain Decomposition”, Archives of Computational Methods