Introduction and Applications of Generalized Finite Element Methods
C. Armando Duarte, N. Shauer and A. M. Aragón
University of Illinois at Urbana-Champaign; Universidade Estadual de Campinas; Delft University of TechnologyRelevance to WCCM–ECCOMAS
The Generalized Finite Element Method (GFEM) provides significant flexibility in defining shape functions for problems that are challenging for classical FEMs. With the proper selection of basis functions, the GFEM can overcome many of the limitations of the classical FEM, especially for problems with moving interfaces, discontinuities, singularities, multiple scales of interest, and various other applications.
Course description
The Generalized Finite Element Method (GFEM) provides significant flexibility in defining shape functions for problems that are challenging for classical FEMs. With the proper selection of basis functions, the GFEM can overcome many of the limitations of the classical FEM, especially for problems with moving interfaces, discontinuities, singularities, multiple scales of interest, and various other applications. Moreover, the GFEM also retains many of the attractive features of the FEM, such as the capability to handle complex geometries and the use of basis functions with compact support, which lead to sparse matrices.
Furthermore, because the GFEM can be formulated as a hierarchically enriched FEM, both methods can be concurrently adopted to define approximations over an analysis domain. However, GFEM approximations also present challenges, such as controlling the conditioning of GFEM matrices and numerically integrating weak forms in the presence of non-smooth shape functions.
In the first part of this short course, we introduce the fundamental concepts of the GFEM—how and why it works—and explore its applications to representative classes of problems. In the second part of the course, we focus on applying the GFEM to three-dimensional fracture problems. Participants will have access to the ISET executable, a C++ library developed for GFEM simulations with a scripting interface, which we will use to explore and apply the method to representative example problems. Selected chapters of [1] will be provided to attendees. In the third part of the course, interface- and discontinuity-enriched finite element formulations are introduced. Concretely, we study the Interface-enriched Generalized Finite Element Method (IGFEM), a technique that was devised for problems with weak discontinuities (discontinuous field gradient). In addition, we study the Discontinuity-Enriched Finite Element Method (DE-FEM), which is a generalization of IGFEM for solving problems with both weak and strong discontinuities (e.g., fracture) with a unified formulation. Both IGFEM and DE-FEM are actually derivatives of GFEM. We delve into their formulations, study their application to academic problems, their stability, and we look at their performance in more complex scenarios.
Objectives and target groups
Objectives
- Understand how the GFEM works;
- Apply GFEM to 3D fracture problems;
- Learn IGFEM for interface problems;
- Learn DE-FEM for fracture problems;
- Gain hands-on experience with a GFEM 3D software.
Target groups Graduate students (MSc/PhD); Researchers in computational mechanics; Engineers working with FEM/fracture/interface problems.
Scientific and technical areas covered
- Generalized/Extended Finite Element Methods (GFEM/XFEM);
- Fracture mechanics (2D and 3D);
- Numerical methods for discontinuities;
- Interface- and discontinuity-enriched generalized formulations;
- Computational solid mechanics.
Bio-sketch
C. Armando Duarte is the Nathan Newmark Professor in the Department of Civil and Environmental Engineering at the University of Illinois at Urbana-Champaign (UIUC). He is a Fellow of the United States Association for Computational Mechanics and a Fellow of the National Center for Supercomputing Applications (NCSA). Dr. Duarte has made fundamental and sustained contributions to Computational Mechanics and Methods, particularly to the development of Meshfree, Partition of Unity, and Generalized/Extended Finite Element Methods (G/XFEM). He proposed the first partition of unity method for fracture problems (in 1997) and pioneered the use of asymptotic solutions of elasticity equations near cracks as enrichment functions for this class of methods. Dr. Duarte has published more than 130 scientific articles and book chapters, co-edited two books on computational methods, and co-authored a book on enriched FEMs (Fundamentals of Enriched Finite Element Methods). Dr. Duarte’s group has a history of collaborative, translational research with industry and U.S. government agencies.
Prof. Nathan Shauer is a Professor in the Department of Structures at the School of Civil Engineering, Architecture and Urbanism of the University of Campinas (Unicamp). His research focuses on enriched and advanced finite element methods, computational fracture mechanics, porous media flow, and multiphysics simulations, with applications ranging from hydraulic fracturing and CO₂ injection to wave propagation and multiscale analysis. Prof. Shauer has collaborated extensively with industry on applied research projects with companies such as ExxonMobil, Petronas, Equinor, TotalEnergies, and Petrobras, in which he develops enhanced finite element methodologies for complex engineering problems. Prof. Shauer is the recipient of the 2024 Young Scientist Award from the Brazilian Association of Computational Mechanics and has received several international awards, including the 2021 EMI Computational Mechanics Committee Student Presentation Competition Award and the 2021 U.S. National Congress on Computational Mechanics Computational Fluid Mechanics Poster Competition Award. He has authored numerous scientific publications in leading journals in computational mechanics and engineering. More information about his research can be found at www.nathanshauer.com
Alejandro M. Aragón is an Associate Professor in the Department of Precision and Microsystems Engineering at Delft University of Technology in the Netherlands. His research stands at the intersection of engineering and computer science, with a primary focus on pioneering novel enriched finite element methods. This cutting-edge technology, seamlessly integrated in widely applicable software, is leveraged to address complex engineering challenges. Specifically, Dr. Aragón’s innovations have been employed in the analysis and design of a diverse spectrum of (meta)materials and structures, including biomimetic and composite materials, as well as acoustic/elastic metamaterials, photonic/phononic crystals, and even edible fracture metamaterials. Since 2015, he has also been teaching advanced courses on finite element analysis at TU Delft. Dr. Aragón boasts a strong industrial network and holds two patents for the inventive use of acoustic/elastic metamaterials and phononic crystals for noise attenuation.
