Intrinsic Mixed-Dimensional Coupling of Beam, Shell, and Solid Continua via Tangential Differential Calculus

Khái niệm cốt lõi

The authors present an approach to coupling mixed-dimensional continua by employing the mathematically enriched linear Cosserat micropolar model, where the kinematical reduction to lower dimensional domains leaves the fundamental degrees of freedom intact, enabling intrinsic agreement of the degrees of freedom at the interface.

Tóm tắt

The paper introduces the linear isotropic Cosserat micropolar model in three dimensions and subsequently reduces it to shell, plate, and beam models using kinematical assumptions and integration. The resulting reduced models all share the same kinematical degrees of freedom, namely displacements and rotations, enabling intrinsic coupling at interfaces of mixed dimensionality.

The derivation of the reduced models is performed using tangential differential calculus, which allows for a direct implementation in automated solvers of partial differential equations. The coupling itself is achieved by restricting the bulk fields to codimensional domains using consistent Sobolev trace operators, yielding a mixed-dimensional action functional.

The authors present numerical examples involving a three-dimensional silicone-rubber block reinforced with a curved graphite shell, a three-dimensional silver block reinforced with a graphite plate and beams, and intersecting silver shells reinforced with graphite beams.

Thống kê

The internal energy functional of the three-dimensional Cosserat micropolar model is given by Eq. (2.15).
The internal energy functional of the Cosserat shell model is given by Eq. (3.35).
The internal energy functional of the Cosserat plate model is given by Eq. (3.38).
The internal energy functional of the Cosserat beam model is given by Eq. (4.15).

Trích dẫn

"The coupling itself is then achieved by restricting the bulk fields to codimensional domains using consistent Sobolev trace operators, yielding a mixed-dimensional action functional."
"We emphasise that the resulting reduced models in this work do not coincide with the standard linear Naghdi shell or the Reissner–Mindlin plate formulations, nor with the traditional definition of the Cosserat rod in the case of the beam formulations."

Thông tin chi tiết chính được chắt lọc từ

Intrinsic mixed-dimensional beam-shell-solid couplings in linear Cosserat continua via tangential differential calculus

by Adam... lúc arxiv.org 09-19-2024

https://arxiv.org/pdf/2407.12515.pdf

Yêu cầu sâu hơn

How can the proposed mixed-dimensional coupling approach be extended to handle more complex geometries and material behaviors, such as nonlinear constitutive laws or anisotropic materials?

The proposed mixed-dimensional coupling approach can be extended to accommodate more complex geometries and material behaviors by integrating advanced mathematical frameworks and computational techniques. For nonlinear constitutive laws, the intrinsic mixed-dimensional framework can be adapted by incorporating nonlinear strain measures and stress responses into the energy functionals. This involves modifying the internal energy functional to include terms that account for nonlinear material behavior, such as hyperelasticity or plasticity, which can be achieved through the use of appropriate strain energy density functions.
To handle anisotropic materials, the material tensors within the Cosserat micropolar model can be generalized to reflect the directional dependence of material properties. This requires the definition of anisotropic material tensors that capture the unique mechanical responses in different directions. The coupling of mixed-dimensional continua can then be achieved by ensuring that the anisotropic properties are consistently applied across the different dimensional domains, maintaining the agreement of degrees of freedom at the interfaces.
Furthermore, the use of numerical techniques such as finite element methods (FEM) can facilitate the implementation of these complex behaviors. By employing adaptive meshing strategies and nonlinear solvers, the computational framework can effectively handle the intricacies of complex geometries and loading scenarios, ensuring accurate simulations of the mixed-dimensional systems.

What are the potential limitations and challenges in applying the tangential differential calculus framework to real-world engineering problems with complex boundary conditions and loading scenarios?

While the tangential differential calculus (TDC) framework offers significant advantages in simplifying the derivation of mixed-dimensional models, several limitations and challenges may arise when applying it to real-world engineering problems. One primary challenge is the accurate representation of complex boundary conditions. In practical applications, boundaries may not only be curved but also exhibit varying degrees of complexity, which can complicate the application of projection operators used in TDC. Ensuring that the boundary conditions are correctly implemented while maintaining the integrity of the tangential projections can be difficult.
Additionally, the TDC framework may face challenges in capturing the full range of loading scenarios, particularly those involving dynamic or time-dependent effects. The assumptions made in the derivation of the tangential operators may not hold under certain loading conditions, leading to potential inaccuracies in the predicted responses of the mixed-dimensional structures.
Moreover, the computational efficiency of the TDC framework can be a concern, especially when dealing with large-scale problems or highly detailed geometries. The need for fine meshing to accurately capture the behavior of complex geometries may lead to increased computational costs, which can be a limiting factor in practical engineering applications.

How can the insights from this work on intrinsic coupling of beam, shell, and solid continua be leveraged to develop novel multiscale modeling techniques for heterogeneous materials and structures?

The insights gained from the intrinsic coupling of beam, shell, and solid continua can significantly contribute to the development of novel multiscale modeling techniques for heterogeneous materials and structures. By recognizing that different components of a structure can be modeled as mixed-dimensional continua, researchers can create more efficient and accurate multiscale models that account for the interactions between various scales of material behavior.
One approach is to utilize the intrinsic agreement of degrees of freedom at the interfaces of different dimensional domains to facilitate seamless coupling between microstructural and macroscopic models. This can enable the development of hierarchical modeling strategies where the behavior of the microstructure, such as fiber-reinforced composites or cellular materials, is directly linked to the macroscopic response of the structure.
Additionally, the framework can be extended to incorporate the effects of material heterogeneity by integrating local material properties into the mixed-dimensional models. This allows for the simulation of complex interactions within heterogeneous materials, such as the influence of inclusions or voids on the overall mechanical response.
Furthermore, the application of advanced computational techniques, such as adaptive finite element methods and machine learning algorithms, can enhance the efficiency and accuracy of multiscale modeling. By leveraging the insights from the intrinsic coupling approach, researchers can develop robust algorithms that dynamically adjust the resolution of the model based on the local behavior of the material, leading to more efficient simulations of complex heterogeneous structures.