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Computational Science, Engineering & Technology Series
ISSN 1759-3158 CSETS: 19
TRENDS IN COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by: B.H.V. Topping, M. Papadrakakis
Chapter 7
Strength of Textile Composites in Multiscale Simulation R. Rolfes, M. Vogler, G. Ernst and C. Hühne
Institut for Structural Analysis, Leibniz University of Hannover, Germany R. Rolfes, M. Vogler, G. Ernst, C. Hühne, "Strength of Textile Composites in Multiscale Simulation", in B.H.V. Topping, M. Papadrakakis, (Editors), "Trends in Computational Structures Technology", Saxe-Coburg Publications, Stirlingshire, UK, Chapter 7, pp 151-171, 2008. doi:10.4203/csets.19.7
Keywords: multiscale analysis, textile composites, voxel meshing, damage, failure, anisotropy, material model.
Summary
Due to the complex three-dimensional structure of textile
composites experimental determination of material parameters is
not an easy procedure. Especially through-thickness parameters are
hardly quantifiable. Therefore, in addition to real material
testings, virtual material testings are performed by use of an
information-passing multiscale approach. The multiscale approach
consists of three scales and is based on computation of
representative volume elements (RVE's) on micro-, meso- and
macro-scales. The micromechanical RVE enables the determination of the stiffness
and strength parameters of unidirectional fiber bundle materials.
The homogenized material parameters of the microscale are used as
input data for the next scale, the mesoscale. In the
mesomechanical RVE, the fiber architecture, in particular fiber
undulations and the influence of through-thickness reinforcements,
are studied. The obtained stiffnesses and strengthes are used as
input for the macroscale. On the macroscale, structural components are
analysed. On each scale, numerical results are compared with
experimental test data for validating the numerical models.
Special care has to be taken to find a good representation of the characteristics of epoxy resin and fiber bundles. Therefore, two material models are developed. Epoxy resin is modelled with an isotropic elastoplastic material model regarding a pressure dependency in yield and failure surface. Thus, different behavior under uniaxial tension and compression and under shear can be regarded. A non-associated flow rule with a special plastic potential is chosen to control volumetric plastic straining. For fiber bundles, a transversely isotropic elastoplastic material model is developed. The constitutive equations for the description of anisotropy are derived in the format of isotropic tensor functions by use of structural tensors. In both material models, softening is computed with a strain energy release rate formulation combined with the voxel-meshing approach to alleviate mesh dependency. As a special feature, hardening is considered via tabulated input, i.e. experimental test data is used directly without time consuming parameter identification. purchase the full-text of this chapter (price £20)
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