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Experimental and numerical studies on
the deformation behavior of polymer based composite plates subjected to bending F. Bosia, J. Botsis, T. Gmür, M.A.Mustafa & L. Humbert Laboratory of Applied Mechanics & Reliability Analysis (LMAF) Swiss Federal Institute of Technology Lausanne Switzerland Presented at: CompTest 2003 ENSAM Châlons en Champagne, France
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outline background experimental results numerical simulations
m optical fiber sensors m issues in laminated composites experimental results m strain measurements through the thickness using FBG m strain measurements on the surface using strain gauges and full field ESPI & strain gauges numerical simulations m 2-dimensional of equivalent single layer models m 3-dimensional of the actual lay-up
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use of FBG sensors 1. Basic experiments in mechanics of materials
m measure forces on fibers in a bridging zone study the interface : matrix – fiber study residual stresses in polymeric materials measure deformation behavior through the thickness on composite laminated plates 1. Basic experiments in mechanics of materials 2. On structural monitoring and control
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fiber Bragg grating (FBG) sensors
silica doped with germanium & hydrogen I R T core FBG B expose fiber to UV over a certain length change n0 FBG length : mm
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FBG sensor - principles of operation
- compact - lightweight - minimally invasive (ø125 mm) - immune to e-magnetic interference - great resistance to corrosion - high temperature capacity 3000C FBG are: UNIFORM STRAIN FIELD Non-UNIFORM STRAIN FIELD
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FBG sensors - principles of operation
opto-mechanical relation axial stress transversal stresses
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composite materials: relevant length scales
@
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CLASSICAL LAMINATE THEORY
equivalent 2D single layer theories CLASSICAL LAMINATE THEORY FIRST ORDER THEORY HIGHER ORDER THEORY (CLPT) Analytical / numerical results lack experimental validation &
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materials and specimens
4/1 Glass fibre / Polypropylene matrix prepregs 8-ply (90°/0°)2s , 250mmx300mm, thickness 4.9mm FBG sensors (125m polyimide-coated monomode fibres) λB 1530 nm; Grating length: 3 or 6 mm. UPPER PLATE Preparation: 1) Compression moulding 2) Autoclave PREPREG STACK EMBEDDED SENSOR(S) LOWER PLATE 10 Bar, 190° C.
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locations of FBG sensors
4ème couche (0°) 3ème couche (90°) 2ème couche (0°) 1ère couche (90°) Fibres à 90° dans la 2ème couche (0°) Fibres à 90° dans la 4ème couche (0°)
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materials and specimens
4/1 Glass/PP Twintex (Vetrotex Int.) PLATE 8-ply (90°/0°)2s , 250mm x 290mm, thickness 5mm 16-ply (90°/0°)4s , 250mm x 290mm, thickness 10mm 50 <Span/Depth <10 x O L b l Fibre optique b/2 L/2 y z h FBG sensor specimen quality checks - void content - thickness variation mechanical characterization - single layer and laminate properties - influence of embedded FBG
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experimental methods specimen “shift’’ y y z z O x O x s L L/2+D L/2
b l O. Fibre b/2 L/2 y z h FBG SG s x O L/2+D y z FBG SG D
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locations of FBG sensors
length of FBG = 6mm FBG embedded centrally in the specimens Location through the thickness Through-the-thickness (8-ply specimens): a) b) c) 1/2 2/3 3/4 8-ply specimens: Z Y 16-ply specimens: a) 1/2, b) 2/3, c) 3/4, d) 4/5, e) 6/7
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8 finite element simulations
Plate specimen, 3-point bending configuration 8 Important problem is that of the boundary conditions due to the variations in the thickness of the plates. ABAQUS - CLPT and First Order laminate theories tested - 3D simulations have been carried out
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Electronic Speckle Pattern Interferometer
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loading configuration
specimens strain gauges FBG sensor loading arm
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Electronic Speckle Pattern Interferometer
in-plane measurements in the presence of large out-of-plane component Discrepancies between ESPI-measured displacements (u,v,w) and actual object displacements (u’,v’,w’) due to Misalignment of the surface normal and the viewing direction; Varying surface normal direction on a curved surface. u = u’cosa +w’sina,
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Three- point bending with line loads
experimental-numerical comparison Three- point bending with line loads (span/depth=10) SHIFT : 0 mm SHIFT : 10 mm
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Three-point bending with concentrated loads
experimental-numerical comparison Three-point bending with concentrated loads (span/depth=10) SHIFT : 0 mm SHIFT : 10 mm SHIFT 20 mm
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SUMMARY e A non-linearity appears when s/d is about 10 and depends
on the type of load (line or point load) and the location of the FBG with respect to the load. e The single layer CLT and 1st order shear theories seem to work for s/d more than 25. e Optical Fibre Bragg Gratings offer an indispensable tool to study, in a non invasive manner, deformation behaviour of layered composites.
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references additional results using FBR at LMAF/EPFL
- F. Bosia, J. Botsis, M. Facchini & P. Giaccari, Composite Science and Technology, Vol. 62, 2002, p. 41. - F. Bosia, T. Gmür, & J. Botsis, Composite Science and Technology, Vol. 62, 2002, p. 55. - M. Studer, K. Peters & J. Botsis,, Composites B, to appear. - K. Peters, P. Pattis & J. Botsis, Journal of Materials Science Letters, Vol. 21, 2002, p. 887. - M. Studer, J. Pietrzyk, K. Peters, J. Botsis, & P. Giaccari, International Journal of Fracture, Vol. 114, 2002, p. 379. Sources used in the view graphs @ From: I. M. Daniel & O. Ishai, ‘engineering mechanics of composite materials’, 1994 & From: J.N.Redy, ‘mechanics of laminated composites’, 1997 Work sponsored by the Swiss National Science Foundation
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