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Computational Methods for Debonding in Composites

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8 A Numerical Material Model <strong>for</strong> Predict<strong>in</strong>g the High Velocity Impact Behaviour 173<br />

In which ε f mat is def<strong>in</strong>ed as:<br />

ε f mat = 2Γ<br />

σ 0 matLmat<br />

The driv<strong>in</strong>g stress at the onset of matrix failure, σ 0 mat, is def<strong>in</strong>ed as [10]:<br />

σ 0 �<br />

�σ �<br />

mat = n 2 � �<br />

b ′ + τn 2 � �<br />

b ′ c ′ + τn 2<br />

ab ′<br />

(8.30)<br />

(8.31)<br />

Equation 8.30 <strong>in</strong>directly depends on stra<strong>in</strong> rate through the “dynamic matrix<br />

fracture toughness” Γ . This is a function of stra<strong>in</strong> rate def<strong>in</strong>ed by assum<strong>in</strong>g that<br />

a relationship of direct proportionality exists between shear traction strengths and<br />

fracture toughness: the same scal<strong>in</strong>g function that was used <strong>for</strong> predict<strong>in</strong>g the<br />

enhancement of shear strength with stra<strong>in</strong> rate is used <strong>for</strong> scal<strong>in</strong>g fracture toughness<br />

with stra<strong>in</strong> rate:<br />

Γ = Γb<br />

� σ 0 b ′<br />

σ 0 mat<br />

� 2<br />

+ z( ˙γ b ′ c ′)Γ b ′ c ′<br />

� τ 0 b ′ c ′<br />

σ 0 mat<br />

� 2<br />

+ z( ˙γ ab ′)Γ ab ′<br />

� τ 0 ab ′<br />

σ 0 mat<br />

� 2<br />

(8.32)<br />

This is a simplification and dynamic fracture energies should be experimentally<br />

characterised. However, the <strong>for</strong>mulation proposed here can be used with an arbitrary<br />

scal<strong>in</strong>g function.<br />

The stress vector is then updated on the fracture plane as follows:<br />

{�σ} n+1<br />

ab ′ c ′ = {σa σ b ′ σ c ′ �τ ab ′ �τ b ′ c ′ �τ ac ′} n+1 = {�σ} n<br />

ab ′ c ′ + {∆ �σ} ab ′ c ′<br />

And the relevant stresses are degraded on this plane:<br />

� �dmat n+1<br />

n+1<br />

σa = σa �<br />

1 − d <strong>in</strong>st<br />

� n+1<br />

σb mat<br />

′<br />

��<br />

� n+1<br />

σb ′<br />

�dmat =<br />

� n+1<br />

σc ′<br />

�dmat n+1<br />

= σc ′<br />

� �τ n+1<br />

ab ′<br />

� �τ n+1<br />

b ′ c ′<br />

�σ n+1<br />

b ′<br />

�dmat � � <strong>in</strong>st<br />

= 1 − dmat �τ n+1<br />

ab ′<br />

�dmat � � <strong>in</strong>st<br />

= 1 − dmat �τ n+1<br />

b ′ c ′<br />

�<br />

�τ n+1<br />

ac ′<br />

�dmat<br />

= �τ n+1<br />

ac ′<br />

σ n+1<br />

b ′<br />

(8.33)<br />

(8.34)

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