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Composite Materials Research Progress

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24<br />

Jacquemin Frédéric and Fréour Sylvain<br />

m m m m m<br />

( L11<br />

+ 2L12<br />

)( β11<br />

ΔC + M11<br />

ΔT)<br />

I I I I I I I I I<br />

−L12<br />

( β11ΔC<br />

+ M11ΔT)<br />

− ( L22<br />

+ L23<br />

)( β22ΔC<br />

+ M33ΔT)<br />

I m I<br />

( L12<br />

− L12<br />

) ε11<br />

I m m I I m m I<br />

I22 L22<br />

( 5 L11<br />

− L12<br />

+ 3 L22<br />

) − L23(<br />

3 L11<br />

+ L12<br />

+ 4 L22<br />

)<br />

L<br />

2 2<br />

I I m m I I ( 3 L22<br />

− L23<br />

)( L11<br />

− L12<br />

) + L22<br />

− L23<br />

I m m I I m m I<br />

I22 L22<br />

( L11<br />

− 5 L12<br />

− L22<br />

) + L23(<br />

L11<br />

+ 3 L12<br />

+ 4 L22<br />

) −<br />

L<br />

2 2<br />

I I m m I I ( 3 L22<br />

− L23<br />

)( L11<br />

− L12<br />

) + L22<br />

− L23<br />

⎧ m<br />

N<br />

⎪<br />

1 =<br />

⎪ m<br />

N2<br />

=<br />

⎪<br />

⎪ m<br />

N3<br />

=<br />

⎪<br />

⎪<br />

⎪ m<br />

N =<br />

⎨ 4<br />

⎪<br />

⎪<br />

⎪<br />

⎪ m<br />

N5<br />

=<br />

⎪<br />

⎪<br />

⎪ m m m I I<br />

⎩D1<br />

= L11<br />

+ L12<br />

+ L22<br />

− L23<br />

I<br />

2<br />

+ L23<br />

I<br />

ε22<br />

2<br />

I<br />

3 L23<br />

I<br />

ε33<br />

The pseudo-macroscopic stress tensors are deduced from the strains using (32). Thus, in<br />

the matrix, one will have:<br />

with<br />

⎧ m m<br />

σ<br />

⎪<br />

11 = L11<br />

m m<br />

⎨σ22<br />

= L11<br />

⎪ m m<br />

⎪σ<br />

=<br />

⎩ 33 L11<br />

(40)<br />

⎡ m m m m m<br />

σ<br />

⎤<br />

⎢<br />

11 2 L44ε12<br />

2 L44ε13<br />

m m m m m m ⎥<br />

σ = ⎢2<br />

L44ε12<br />

σ22<br />

2 L44ε<br />

23 ⎥<br />

(41)<br />

⎢ m m m m m ⎥<br />

⎢<br />

2 L<br />

⎣ 44ε13<br />

2 L44ε<br />

23 σ33<br />

⎥⎦<br />

m m m m m m m m m ( ε11<br />

− M11<br />

ΔT)<br />

+ L12<br />

( ε22<br />

+ ε33<br />

− 2 M11<br />

ΔT)<br />

− β11(<br />

L11<br />

+ 2 L12<br />

)<br />

m m m m m m m m m ( ε22<br />

− M11<br />

ΔT)<br />

+ L12<br />

( ε11<br />

+ ε33<br />

− 2 M11<br />

ΔT)<br />

− β11(<br />

L11<br />

+ 2 L12<br />

)<br />

m m m m m m m m m ( ε33<br />

− M11<br />

ΔT)<br />

+ L12<br />

( ε11<br />

+ ε22<br />

− 2 M11<br />

ΔT)<br />

− β11(<br />

L11<br />

+ 2 L12<br />

)<br />

m<br />

ΔC<br />

m<br />

ΔC<br />

m<br />

ΔC<br />

The local mechanical states in the fiber are provided by Hill’s strains and stresses average<br />

laws (36):<br />

ε<br />

σ<br />

(42)<br />

m<br />

r 1 I v m<br />

= ε − ε<br />

(43)<br />

r r<br />

v<br />

v<br />

m<br />

r 1 I v m<br />

= σ − σ<br />

(44)<br />

r r<br />

v<br />

v

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