Core Concepts
Mass lumping theory extends to isogeometric analysis, providing efficient linear system solutions.
Abstract
The article discusses mass lumping theory and its application in isogeometric analysis. It addresses the approximation of mass matrices in structural dynamics using diagonal approximations. Different mass lumping techniques are explored, such as the row-sum technique and nodal quadrature method. Theoretical results on perturbed generalized eigenproblems are analyzed, focusing on stability and accuracy in explicit time integration schemes. The concept of equivalent pencils and properties of mass lumping are discussed, emphasizing the importance of singular errors for preconditioners. A new class of preconditioners is introduced, showing a convergence towards the original matrix in Loewner ordering.
Stats
Numerous strategies proposed for mass lumping in engineering practice.
Explicit methods recovered for specific parameters in time integration schemes.
Selective mass scaling techniques proposed to mitigate high frequencies.
Numerical experiments presented throughout the article.
Quadratic B-splines used with 20 subdivisions in each parametric direction.