2019
DOI: 10.1016/j.tws.2019.106310
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On the modal analysis of nonlinear beam and shell structures with singular mass and stiffness matrices

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Cited by 11 publications
(10 citation statements)
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References 26 publications
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“…Since the formulation of constraints related to usual boundary conditions, for example, rigid support, simple support, movable support inter alia, are represented by linear equations in the nodal variables and thus, their treatment is straightforward, we omit their systematic presentation. For further details, see References 32,34.…”
Section: Specialization Of the Proposed Approachmentioning
confidence: 99%
See 1 more Smart Citation
“…Since the formulation of constraints related to usual boundary conditions, for example, rigid support, simple support, movable support inter alia, are represented by linear equations in the nodal variables and thus, their treatment is straightforward, we omit their systematic presentation. For further details, see References 32,34.…”
Section: Specialization Of the Proposed Approachmentioning
confidence: 99%
“…Since the formulation of constraints related to usual boundary conditions, for example, rigid support, simple support, movable support inter alia, are represented by linear equations in the nodal variables and thus, their treatment is straightforward, we omit their systematic presentation. For further details, see References 32,34. Finally, having at hand all vectors and matrices indicated within this subsection, the construction of the equations corresponding to the optimality conditions and their derivatives is straightforward.…”
Section: Data-driven Geometrically Exact Beam (Dynamic Setting)mentioning
confidence: 99%
“…Details can be found in standard textbooks on numerical linear algebra or on optimization, such as [18,19]. In the context of slender structures, the reader may refer to [20,21] and references therein for the efficient calculation of the null-space basis.…”
Section: Optimization Problems For Data-driven Computational Mechanicsmentioning
confidence: 99%
“…The formulation of constraints that can be related to the usual types of boundary conditions (rigid support, simple support, movable support inter alia), can be achieved by linear equations in the nodal variables and is thus straightforward. In the scope of this work, we therefore omit their systematic presentation and refer for further details to [21,27]. With all vectors and matrices derived in this subsection at hand, the construction of the equations corresponding to the optimality conditions and their derivatives is straightforward.…”
Section: Data-driven Geometrically Exact Beam Elementmentioning
confidence: 99%
“…Since the formulation of constraints related to usual boundary conditions, e.g., rigid support, simple support, movable support inter alia, are represented by linear equations in the nodal variables and thus, their treatment is straightforward, we omit their systematic presentation. For further details, see [30,32].…”
Section: Data-driven Geometrically Exact Beam(dynamic Setting)mentioning
confidence: 99%