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Published on: July 30, 2019
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A theoretical analysis of mass scaling techniques
Yannis Voet1, Espen Sande1, Annalisa Buffa1
1MNS, Institute of Mathematics, École polytechnique fédérale de Lausanne, Station 8, CH-1015 Lausanne, Switzerland.
Summary
This study provides a theoretical foundation for mass scaling in finite element analysis. We derive eigenvalue bounds and condition number estimates for explicit time integration methods, explaining observed numerical behaviors.
Area of Science:
- Computational Mechanics
- Finite Element Analysis
- Structural Dynamics
Background:
- Mass scaling is a common technique in finite element models for structural dynamics.
- It aims to increase the critical time step in explicit time integration methods.
- The field currently lacks a robust theoretical basis, relying heavily on numerical experiments.
Purpose of the Study:
- To provide a rigorous theoretical foundation for mass scaling techniques.
- To connect existing mass scaling methods to established linear algebra results.
- To derive eigenvalue bounds and condition number estimates for improved assessment.
Main Methods:
- Comprehensive review of existing mass scaling methods.
- Application of established linear algebra results.
- Derivation of rigorous eigenvalue bounds and condition number estimates.
Main Results:
- Established rigorous eigenvalue bounds for successful mass scaling techniques.
- Derived condition number estimates providing theoretical insights.
- Unraveled the underlying mathematical reasons for well-known numerical observations in mass scaling.
Conclusions:
- This work establishes a strong theoretical basis for mass scaling in explicit finite element methods.
- The derived bounds and estimates offer a rigorous framework for assessing and understanding mass scaling.
- Provides a foundation for developing more theoretically sound and effective mass scaling strategies.
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