2018
DOI: 10.1002/nme.5986
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Inverse mass matrix for isogeometric explicit transient analysis via the method of localized Lagrange multipliers

Abstract: A variational framework is employed to generate inverse mass matrices for isogeometric analysis (IGA). As different dual bases impact not only accuracy but also computational overhead, several dual bases are extensively investigated.Specifically, locally discontinuous biorthogonal basis functions are evaluated in detail for B-splines of high continuity and Bézier elements with a standard C 0 continuous finite element structure. The boundary conditions are enforced by the method of localized Lagrangian multipli… Show more

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Cited by 15 publications
(19 citation statements)
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“…Two mass matrix tailoring approaches, namely, the high-frequency filtering method Equation (26) and the low-frequency preservation method Equation (31), have been presented and their performance is assessed. We now offer the following observations:…”
Section: Discussionmentioning
confidence: 99%
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“…Two mass matrix tailoring approaches, namely, the high-frequency filtering method Equation (26) and the low-frequency preservation method Equation (31), have been presented and their performance is assessed. We now offer the following observations:…”
Section: Discussionmentioning
confidence: 99%
“…To derive the partitioned equations of motion of a linear structural dynamical system, we use the variational formulation proposed by Park and Felippa where the problem is treated like if all bodies were entirely free. Then, the total virtual work of the complete system is obtained by summing up the contributions of each substructure, plus the contribution of the interface constraints via the method of localized Lagrange multipliers (LLM): δWt=δWd+δWc, terms corresponding to the virtual work of the free‐floating substructures and localized interface constraints, respectively.…”
Section: Partitioned Analysismentioning
confidence: 99%
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“…Algebraic constructions of the reciprocal mass matrix are introduced in papers. [27][28][29][30] These formulations apply to solid finite elements with displacement degrees of freedom and plate finite elements with rotations. The starting point of the formulation is a diagonal mass matrix and a stiffness matrix.…”
Section: Introductionmentioning
confidence: 99%
“…Thirdly, nodal estimates are so far the best choice for reciprocal mass matrices, where element-based estimates may not be conservative [12]. Several constructions for the reciprocal mass matrices are given in [9,13,6,11,7] and they require efficient time step estimates. In this contribution, the focus is on further development of nodal time step estimates for reciprocal mass matrices and on understanding the factors that limit the sharpness of nodal time step estimate for reciprocal mass matrices.…”
Section: Introductionmentioning
confidence: 99%