on the experimental modelling of delaminations in composite materials

17
ON THE EXPERIMENTAL MODELLING OF DELAMINATIONS IN COMPOSITE MATERIALS C. Devivier, F. Pierron and M. R. Wisnom

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On the experimental modelling of delaminations in composite materials. C. Devivier, F. Pierron and M. R. Wisnom. Introduction. Dramatic effects from very small impacts Barely visible impact damage (BVID) caused by tool drops BVID involves delaminations Resulting damage pattern is complex. - PowerPoint PPT Presentation

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Page 1: On the experimental modelling of delaminations in composite materials

ON THE EXPERIMENTAL MODELLING OF DELAMINATIONS IN COMPOSITE

MATERIALS

C. Devivier, F. Pierron and M. R. Wisnom

Page 2: On the experimental modelling of delaminations in composite materials

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5th CompTest conference14-16 February 2011

Introduction

• Dramatic effects from very small impacts

• Barely visible impact damage (BVID)caused by tool drops

• BVID involves delaminations

• Resulting damage pattern is complex

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Introduction• More simple model

samples with single delaminations

• Test in cantilever bending using grid method by deflectometry

• Issues with artificial delaminations

– in literature PTFE film works for mode I

– in this paper mode II studied

• Objective:

Create a non-destructive evaluation for delaminations

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Dimensions and material

•Simple cantilever beam with a point load

•Samples: 250mm long, 50mm wide and 4mm thick

•32 plies in a quasi-isotropic layup : ([0 45 -45 90]4s)

•Carbon fibre composite (IM7-8552)

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Undamaged

50mm delamination

Samples

Single layer of PTFE(~25µm thick)

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•Distance grid-sample=1.66 m

•Load=5 N

•Grid pitch = 1.5 mm

•7 pixels per grid pitch

•5 Mpix camera with a 28-200mm nikon zoom

•Coated with an opaque resin

Top view

Grid

Camera

Sample

Point load

Experimental set-up

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Unloaded state » 1 picture

Loaded state » 1 picture

Spatial phase shifting (windowed discrete Fourier transform)

-Unloaded state: » Longitudinal » Transverse

-Loaded state: » Longitudinal » Transverse

unloaded state subtracted to loaded state

Strain extraction

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Unwrapping with custom made algorithm.

p: grid pitchh: distance grid-sample

point-to-point differentiation

{}=t/2{}

“Equivalent strains”

Strain extraction

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Resolutions and noise level

In plane: Out of plane:

Resolution in strains:

=6800 µm/m

=2µm/m

x10-3

p: grid pitch (1.5 mm)dx: pixel size(1.5 mm inplane0.7 mm out of plane)

t: specimen thickness (4 mm)

h: distance grid-sample (1600 mm): phase standard deviation (0.01 rad)

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FE model

• Elements– Type: 8-nodes linear elastic brick

– Dimensions: 1 mm x 1 mm x 0.125 mm

– Properties: UD material properties + orientation

• Delaminations:

– Coincident nodes disconnected

– Surface contact introducedto prevent penetrations

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Results (1/4)• To compare correctly experiments and FE

» Same processing

Out-of-planedisplacement

differentiation Slopes

differentiation Curvatures

Scaling:Thin plate theory

Equivalentstrains

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Equivalent strain maps (in m/m)for the undamaged sample (2/4)

Longitudinal strains Transverse strains Twist strains

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Equivalent strain maps (in m/m) for the sample witha single, full width, 50mm-long delamination in the midplane (3/4)

Longitudinal strains Transverse strains Twist strains

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Equivalent strain maps (in m/m)for two impacted samples (4/4)

Longitudinal strains Transverse strains Twist strains

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Conclusion

• Behaviour of artificial delaminations characterized by experimental method.

• Created delamination:

– Good agreement with FE for longitudinal strains,

– Not so good for twist strains,

– Inconclusive for transverse strains because of loading.

• Real impact:

– Indication on damage severity by measurement system

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Future work

• Test on samples with different types of inserts:

– Double layer,

– Different insert material,

– Release agent.

• Find a way to avoid the issue of deforming in plasticity the outer edges.

• Link delamination behaviour with porosity.

• Compare artificially introduced and real impacts in plates.

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Thank you for your attention

Do you have any questions??

[email protected]@chalons.ensam.fr [email protected]