Fabric draping, which is referred to as the process of forming of textile reinforcements over a 3D mold, is a critical stage in composites manufacturing since it determines the fiber orientation that affects subsequent infusion and curing processes and the resulting structural performance. The goal of this study is to predict the fabric deformation during the draping process and develop in-depth understanding of fabric deformation through an architecture-based discrete Finite Element Analysis (FEA). A new, efficient discrete fabric modeling approach is proposed by representing textile architecture using virtual fiber tows modeled as Timoshenko beams and connected by the springs and dashpots at the intersections of the interlaced tows. Both picture frame and cantilever beam bending tests were carried out to characterize input model parameters. The predictive capability of the proposed modeling approach is demonstrated by predicting the deformation and shear angles of a fabric subject to hemisphere draping. Key deformation modes, including bending and shearing, are successfully captured using the proposed model. The development of the virtual fiber tow model provides an efficient method to illustrate individual tow deformation during draping while achieving computational efficiency in large-scale fabric draping simulations. Discrete fabric architecture and the inter-tow interactions are considered in the proposed model, promoting a deep understanding of fiber tow deformation modes and their contribution to the overall fabric deformation responses.
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Applicability of Two-Step Homogenization in High-Crimp Woven Composites
In the present work, we analyze the applicability of two-step homogenization applied to 3D woven composites with high crimp reinforcement. The available micromechanical homogenization approaches (Hashin, Chamis, Hashin-Shtrikman bounds etc.) were developed and validated for unidirectional composites. These formulas have also been used by the community to homogenize tows in 2D and 3D woven composites including reinforcement architectures with high crimp ratios. However, a rigorous study of their applicability to high-crimp geometries is yet to be performed. We utilize Finite Element Analysis (FEA) to calculate the overall engineering constants (Youngβs moduli and shear moduli) of tows having various crimp (πΆπ
) and wavelength-to-fiber diameter (π/π) ratios. For this analysis, periodic sinusoidal unit cells following shapes of individual fibers are used. Fiber volume fraction is set to 70% and is the same in all cases. Transversely isotropic carbon fiber and isotropic epoxy matrix are used. The results are compared with overall responses of tows modeled using homogenized tow properties obtained from micromechanics and FEA as well as explicitly modeled tows containing multiple parallel fibers. The results of our analysis show dependence of the overall elastic properties on both crimp ratio and the normalized wavelength. Separation of fiber/tow scales is achieved at π/π = 50.
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- Award ID(s):
- 1662098
- NSF-PAR ID:
- 10105149
- Date Published:
- Journal Name:
- Proceedings of the 33rd ASC Technical Conference
- Format(s):
- Medium: X
- Sponsoring Org:
- National Science Foundation
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- Free Publicly Accessible Full Text
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Accepted Manuscript1.0
- Conference Paper:
- https://doi.org/10.12783/asc33/26104
