Recent Efforts in Modeling and Simulation of Textiles

被引:7
作者
Orlik, Julia [1 ]
Krier, Maxime [1 ]
Neusius, David [1 ]
Pietsch, Kathrin [2 ]
Sivak, Olena [1 ]
Steiner, Konrad [1 ]
机构
[1] Fraunhofer Inst Ind Math, Fraunhofer Pl 1, D-67663 Kaiserslautern, Germany
[2] Univ Dresden, Textilinst ITM, D-01069 Dresden, Germany
来源
TEXTILES | 2021年 / 1卷 / 02期
关键词
textile modeling; homogenization; beam-based model; buckling; folding; spacer fabrics; ASYMPTOTIC-BEHAVIOR; FABRICS; OPTIMIZATION; DESIGN;
D O I
10.3390/textiles1020016
中图分类号
TB3 [工程材料学]; TS1 [纺织工业、染整工业];
学科分类号
0805 ; 080502 ; 0821 ;
摘要
In many textiles and fiber structures, the behavior of the material is determined by the structural arrangements of the fibers, their thickness and cross-section, as well as their material properties. Textiles are thin plates made of thin long yarns in frictional contact with each other that are connected via a rule defined by a looping diagram. The yarns themselves are stretchable or non-stretchable. All these structural parameters of a textile define its macroscopic behavior. Its folding is determined by all these parameters and the kind of the boundary fixation or loading direction. The next influencing characteristic is the value of the loading. The same textile can behave similar to a shell and work just for bending, or behave as a membrane with large tension deformations under different magnitudes of the loading forces. In our research, bounds on the loading and frictional parameters for both types of behavior are found. Additionally, algorithms for the computation of effective textile properties based on the structural information are proposed. Further focus of our research is the nature of folding, induced by pre-strain in yarns and some in-plane restriction of the textile movements, or by the local knitting or weaving pattern and the yarn's cross-sections. Further investigations concern different applications with spacer fabrics. Structural parameters influencing the macroscopic fabric behavior are investigated and a way for optimization is proposed. An overview of our published mathematical and numerical papers with developed algorithms is given and our numerical tools based on these theoretical results are demonstrated.
引用
收藏
页码:322 / 336
页数:15
相关论文
共 25 条
[1]   Bias extension test on an unbalanced woven composite reinforcement: Experiments and modeling via a second-gradient continuum approach [J].
Barbagallo, Gabriele ;
Madeo, Angela ;
Azehaf, Ismael ;
Giorgio, Ivan ;
Morestin, Fabrice ;
Boisse, Philippe .
JOURNAL OF COMPOSITE MATERIALS, 2017, 51 (02) :153-170
[2]   Analysis of the 3D draping behavior of carbon fiber non-crimp fabrics with eddy current technique [J].
Bardl, Georg ;
Nocke, Andreas ;
Huebner, Matthias ;
Gereke, Thomas ;
Pooch, Matthias ;
Schulze, Martin ;
Heuer, Henning ;
Schiller, Marko ;
Kupke, Richard ;
Klein, Marcus ;
Cherif, Chokri .
COMPOSITES PART B-ENGINEERING, 2018, 132 :49-60
[3]   The difficulties in modeling the mechanical behavior of textile composite reinforcements with standard continuum mechanics of Cauchy. Some possible remedies [J].
Boisse, P. ;
Hamila, N. ;
Madeo, A. .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2018, 154 :55-65
[4]   Finite element simulations of textile composite forming including the biaxial fabric behaviour [J].
Boisse, P ;
Borr, M ;
Buet, K ;
Cherouat, A .
COMPOSITES PART B-ENGINEERING, 1997, 28 (04) :453-464
[5]   Simulation of wrinkling during textile composite reinforcement forming. Influence of tensile, in-plane shear and bending stiffnesses [J].
Boisse, P. ;
Hamila, N. ;
Vidal-Salle, E. ;
Dumont, F. .
COMPOSITES SCIENCE AND TECHNOLOGY, 2011, 71 (05) :683-692
[6]  
Byrne C., 2000, Handbook of Technical Textiles, P1, DOI [DOI 10.1533/9781855738966.1, 10.1533/9781S5573S966.1, DOI 10.1533/9781S5573S966.1, 10.1533/9781855738966.1]
[7]  
Ciarlet P.G., 2002, The Finite Element Method for Elliptic Problems, V2nd ed., P425, DOI [10.1137/1.9780898719208.ch8, DOI 10.1137/1.9780898719208.CH8]
[8]  
Ciarlet P.G., 2002, The Finite Element Method for Elliptic Problems, V2nd ed., P333, DOI [10.1137/1.9780898719208.ch6, DOI 10.1137/1.9780898719208.CH6]
[9]  
Durville D., 2013, P 3 INT C COMP CONT
[10]  
Falconi R., SIAM J. Math. Anal