Citation Link: https://doi.org/10.25819/ubsi/11013
Generalized Continua with Embedded Fibers and Dimension-Expanded Multi-scale Coupling
Alternate Title
Generalisierte Kontinua mit eingebundenen Fasern und dimensions-erweiterte Multi-Skalen Kopplung
Publication Type
Doctoral Thesis
Author
Institute
Subjects
Continuum mechanics
IGA
Generalized continua
Embedded fibers
Cosserat beams
Multiscale methods
FEM²
DDC
620 Ingenieurwissenschaften und zugeordnete Tätigkeiten
Source
Siegen: universi - Universitätsverlag Siegen, 2026. - ISBN 978-3-96182-240-9
Issue Date
2026
Abstract
Microstructured and fiber-reinforced materials exhibit mechanical behavior that cannot always be captured by classical continuum models. Bending-dominated mechanisms, size effects and non-local interactions require formulations that go beyond first-gradient Cauchy continua, while fully resolved three-dimensional simulations of the underlying microstructure are often computationally extensive.
This work develops higher-order modeling and simulation frameworks that bridge this gap. Embedded slender reinforcements are described either by continuous second-gradient fiber models or by geometrically exact Cosserat beams coupled to a surrounding threedimensional matrix. Through consistent kinematic coupling and static condensation, these descriptions lead to effective higher-order continua capable of representing fiberinduced stiffness and curvature effects efficiently.
In addition, a continuous higher-order multi-scale formulation based on dimension expansion is proposed. By combining macroscopic Taylor expansions with microscopic fluctuation fields and energetically consistent averaging, the framework derives generalized macroscopic stresses directly from the microstructure and includes the classical FE² method as a special case. The resulting approaches provide a coherent computational framework for investigating micro-structured materials within an isogeometric analysis setting.
This work develops higher-order modeling and simulation frameworks that bridge this gap. Embedded slender reinforcements are described either by continuous second-gradient fiber models or by geometrically exact Cosserat beams coupled to a surrounding threedimensional matrix. Through consistent kinematic coupling and static condensation, these descriptions lead to effective higher-order continua capable of representing fiberinduced stiffness and curvature effects efficiently.
In addition, a continuous higher-order multi-scale formulation based on dimension expansion is proposed. By combining macroscopic Taylor expansions with microscopic fluctuation fields and energetically consistent averaging, the framework derives generalized macroscopic stresses directly from the microstructure and includes the classical FE² method as a special case. The resulting approaches provide a coherent computational framework for investigating micro-structured materials within an isogeometric analysis setting.
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