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Saad Nauman. University of Lille, France ENSAIT, France Topic WEAVING OF 3D WARP INTERLOCK REINFORCEMENT ON CONVENTIONAL LOOM. WEAVING OF 3D WARP INTERLOCK REINFORCEMENT ON CONVENTIONAL LOOM. Saad NAUMAN Univ. Lille North of France, F-59000, Lille, France
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Saad Nauman • University of Lille, France • ENSAIT, France Topic WEAVING OF 3D WARP INTERLOCK REINFORCEMENT ON CONVENTIONAL LOOM
WEAVING OF 3D WARP INTERLOCK REINFORCEMENT ON CONVENTIONAL LOOM Saad NAUMAN Univ. Lille North of France, F-59000, Lille, France ENSAIT, GEMTEX, F-59100 Roubaix, France
PLAN Introduction Classification of interlock fabrics Weaving of a 3D interlock reinforcement Observations made on photomicrographs Geometrical Modeling
INTRODUCTION Continuum Models Mesostructural Models Alternative Approaches Numerical Models
GEOMETRICAL APPROACH AGAINST NUMERICAL APPROACH Why Geometrical approach against Numerical approach? Traditional approach of geometrical modeling Why introduce new approach?
HIERARCHY Continuous filaments (micro) Multifilament tows (meso) 3D Interlock fabrics (macro)
CLASSIFICATION OF 3D INTERLOCK FABRICS According to the orientation of binding tow Angle Interlock Orthogonal Interlock According to binding depth of tow Through the thickness interlock Layer to layer interlock
CLASSIFICATION OF 3D INTERLOCK FABRICS (a) Angle interlock/Through-the-thickness binding (b) Orthogonal interlock/Through-the-thickness binding (c) Angle interlock/Layer-to-layer binding (d) Orthogonal interlock/Layer-to-layer binding
WEAVING OF A MULTILAYER INTERLOCK • Calculation of reed denting order R.C. = 10/2.5*W = 4 / W • Criteria of reed selection: • To avoid friction and to facilitate weaving • To suit the conceived geometry • Order of warp and weft tows
CONCEPTION OF 13 LAYER INTERLOCK REINFORCEMENT Diagonal redistribution of warp tows inside the reed dent and in the fabric Vertical blocks of warp tows inside the reed dent and in the fabric
GEOMETRY OF INTERLOCK REINFORCEMENT In order to study : Reed denting order Numbering order of warp tows
ELEMENTS OF FABRIC GEOMETRY Cross section Trajectory
THEORY OF BLOCKS Blocks of tows Interblock displacement Interblock crimp
BLOCKS OF WARP TOWS INSIDE A REED DENT A Interblock displacement (warp) = A = mm/dent
CONTINUUM OF GEOMETRY Cmax(warp) Cmax(weft) C(weft) = 0 C(warp) = 0 C(warp) > 0 Cmax(warp) Cmax(weft) C(weft) > 0
EVOLUTION OF TOW CROSS SECTION WITH TRAJECTORY WEFT Cmax(warp) Cmax(weft) WARP
CONCLUSION Modeling of two extreme geometries i.e., Cmax(warp) and Cmax(weft) Modeling of cross sectional evolution of warp and weft tows Identification of an architecture on the continuum between Cmax(warp) and Cmax(weft)
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