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Composite Materials Research Progress

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170<br />

⎟ ⎞<br />

⎠<br />

s<br />

⎜ ⎛<br />

⎝<br />

=<br />

a<br />

E<br />

E<br />

Ln<br />

f<br />

Giangiacomo Minak and Andrea Zucchelli<br />

PI<br />

Ω AE,I<br />

….<br />

PII<br />

….<br />

Ω AE,II<br />

Ω AE<br />

PIII<br />

Ω AE,III<br />

….<br />

PIV<br />

Ω AE,IV<br />

Displacement<br />

Figure 2. The basic functions P I , P II , P III and P IV, used to describe the function f.<br />

If there is more than one sub-domain ΩAE,k, k∈{I,II,III,IV}, it is possible to write the<br />

following relation:<br />

Ω<br />

n I ⎛<br />

= ⎜<br />

UΩ<br />

⎝ i=<br />

1<br />

n II<br />

n III<br />

n IV<br />

⎞ ⎛ i ⎞ ⎛ i ⎞ ⎛ i ⎞<br />

⎟ ⎜ ⎟ ⎜ ⎟ ⎜ ⎟<br />

, I ⎟<br />

U<br />

⎜U<br />

ΩAE,<br />

II ⎟<br />

U<br />

⎜U<br />

ΩAE,<br />

III ⎟<br />

U<br />

⎜U<br />

ΩAE<br />

VI ⎟<br />

(4)<br />

⎠ ⎝ i=<br />

1 ⎠ ⎝ i=<br />

1 ⎠ ⎝ i=<br />

1 ⎠<br />

AE<br />

i<br />

AE<br />

,<br />

where nI, nII, nIII, and nIV are the number sub-domain corresponding to the trend type I,II, III<br />

and IV respectively. Then functions PI,PII, PIII and PIV can be written as follow:<br />

P<br />

P<br />

I<br />

( x)<br />

III<br />

( x)<br />

⎧ PI<br />

⎪<br />

= ⎨<br />

⎪<br />

⎩PI<br />

,<br />

, 1<br />

n I<br />

⎧ P<br />

⎪<br />

= ⎨<br />

⎪<br />

⎩<br />

PIII<br />

( x)<br />

( x)<br />

III,<br />

1<br />

, n III<br />

/ x ∈ Ω<br />

...<br />

/ x ∈Ω<br />

( x)<br />

( x)<br />

1<br />

AE,<br />

I<br />

n I<br />

AE,<br />

I<br />

/ x ∈Ω<br />

...<br />

/ x ∈ Ω<br />

1<br />

AE,<br />

III<br />

n III<br />

AE,<br />

III<br />

P<br />

P<br />

II<br />

( x)<br />

IV<br />

( x)<br />

⎧ P<br />

⎪<br />

= ⎨<br />

⎪<br />

⎩PII<br />

II,<br />

1<br />

, n II<br />

⎧ P<br />

⎪<br />

= ⎨<br />

⎪<br />

⎩<br />

P<br />

( x)<br />

IV,<br />

1<br />

( x)<br />

IV,<br />

n IV<br />

/ x ∈ Ω<br />

( x)<br />

...<br />

/ x ∈ Ω<br />

( x)<br />

1<br />

AE,<br />

II<br />

/ x ∈ Ω<br />

...<br />

n II<br />

AE,<br />

II<br />

/ x ∈ Ω<br />

1<br />

AE,<br />

IV<br />

n IV<br />

AE,<br />

IV<br />

From the physical point of view the part of f(x) characterized by an increasing trend, type<br />

I, represents the strain energy storing phases. The slope of PI,i (x) functions decreases during<br />

(5)

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