2019
DOI: 10.1007/s00466-019-01789-x
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Nitsche’s method for non-conforming multipatch coupling in hyperelastic isogeometric analysis

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Cited by 25 publications
(3 citation statements)
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“…In a nonlinear system, the deformation gradient F is typically defined as the geometric relationship between the coordinates of the current geometry change x and the coordinates of the initial undeformed shape X [32][33][34]:…”
Section: Isogeometric Hyperelastic Numerical Formulamentioning
confidence: 99%
“…In a nonlinear system, the deformation gradient F is typically defined as the geometric relationship between the coordinates of the current geometry change x and the coordinates of the initial undeformed shape X [32][33][34]:…”
Section: Isogeometric Hyperelastic Numerical Formulamentioning
confidence: 99%
“…The commonly used schemes for multiple patches are based on the mortar method, 56,57 penalty method, 58 and Nitsche's method. [59][60][61] The mortar method can be considered to be a type of Lagrange multiplier method, in which the resulting system is not positive definite. The penalty parameter should be adjusted according to the grid density during the penalty method.…”
Section: Introductionmentioning
confidence: 99%
“…The coupling of multiple patches is another problem that must be addressed. The commonly used schemes for multiple patches are based on the mortar method, 56,57 penalty method, 58 and Nitsche's method 59–61 . The mortar method can be considered to be a type of Lagrange multiplier method, in which the resulting system is not positive definite.…”
Section: Introductionmentioning
confidence: 99%