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Hybrid finite element formulations for elastodynamic analysis in the frequency domain
Affiliation:1. Departamento de Engenharia Civil, Instituto Superior Técnico, Av. Rovisco Pais, 1096 Lisboa Codex, Portugal;1. Institute of Geonics AS CR, Ostrava, Czech Republic;2. Department of Applied Analysis & MTA-ELTE Numerical Analysis and Large Networks Research Group, ELTE University, Budapest, Hungary;3. Department of Applied Analysis, Technical University, Budapest, Hungary;4. Centrale Supelec, Université Paris-Saclay, France;5. University of Pécs, Hungary;1. School of Aeronautic Science and Engineering, Beihang University, China;2. Center for Aerospace Research & Education, University of California, Irvine, USA;3. Department of Mathematics, King Abdulaziz University, Jeddah;4. Department of Engineering Mechanics, Hohai Uniersity, China;1. College of Mathematics and Computer Science, and Key Laboratory of High Performance Computing and Stochastic Information Processing (Ministry of Education of China), Hunan Normal University, Changsha 410081, China;2. Beijing Computational Science Research Center, Beijing 100084, China;3. Department of Mathematics, Wayne State University, Detroit, MI 48202, USA;1. College of Engineering and Computer Science, California State University, Northridge, CA, USA;2. Center for Aerospace Research and Education (CARE), University of California, Irvine, CA, USA
Abstract:Three alternative sets of hybrid formulations to solve linear elastodynamic problems by the finite element method are presented. They are termed hybrid–mixed, hybrid and hybrid–Trefftz and differ essentially on the field conditions that the approximation functions are constrained to satisfy locally. Two models, namely the displacement and the stress models, are obtained for each formulation depending on whether the tractions or the boundary displacements are the field chosen to implement interelement continuity. A Fourier time discretization is used to uncouple the solving system in the frequency domain. The basic space discretization criterion is implemented directly on the fundamental relations of elastodynamics and used to derive the stress and displacement models of the hybrid–mixed formulation. The hybrid and hybrid–Trefftz formulations are presented in sequence as the variants of the hybrid–mixed formulation obtained by progressively increasing the constraints on the approximation bases. Numerical implementation aspects are briefly discussed and the performance of the finite element models is illustrated with numerical applications.
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