OS-C501
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Offshore Standard DNV-<strong>OS</strong>-<strong>C501</strong>, November 2013<br />
Sec.4 Materials - laminates – Page 63<br />
— Young’s modulus in fibre direction<br />
— Young’s modulus normal to fibre direction<br />
— In-plane shear modulus<br />
— Tensile strength in fibre direction<br />
— Compression strength in fibre direction<br />
X<br />
V<br />
* *0 f<br />
1<br />
= X1<br />
⋅<br />
0<br />
0<br />
V if V<br />
f<br />
< V f<br />
f<br />
* *0<br />
X<br />
1<br />
= X<br />
0<br />
1 if V ><br />
f<br />
V f<br />
— Tensile strength normal to fibre<br />
— Compression strength normal to fibre<br />
— In plane shear strength<br />
The superscript 0 , identifies originally measured data.<br />
6.6.2 These formulas are valid if:<br />
— the void content does not change by more than 10% (relative change)<br />
— the change of fibre volume fraction is not more than 10% (absolute change).<br />
6.6.3 Measured fatigue properties may also be scaled by the formulas given above and within the limits given<br />
in [6.6.2]. In addition, fibre strength data shall only be corrected for fibre volume fractions up to 35%. If the<br />
fibre volume fractions are higher than 35%, considerable reductions in fatigue performance have been observed<br />
in the past, and fatigue data shall be re-established.<br />
6.6.4 If the fibre fractions change by more than the validity range given in [6.6.2], the properties shall be reestablished.<br />
6.6.5 Laminates with dry fibres (due to too high volume fractions or bad processing) have poor properties and<br />
shall not be accepted.<br />
6.7 Control of fibre orientation:<br />
6.7.1 If the variation of fibre angles is reduced compared to that of the reference data all data are valid.<br />
6.7.2 If the variation of fibre angles is increased compared to that of the reference data fibre dominated strength<br />
and stiffness values shall be re-qualified.<br />
6.7.3 If the variation of fibre angle of the reference data and the actual data is known the effect on stiffness and<br />
tensile strength may be calculated with laminate theory. Strength and stiffness shall be modified according to<br />
these calculations. These calculations shall not be used if the variation in fibre angles has increased by more<br />
than 5 o (absolute change).<br />
6.7.4 The stiffness used in design shall be the mean of the effect of the variable fibre orientation while the<br />
strength shall be the strength of the least favourable fibre orientation, i.e. the minimum strength.<br />
6.8 Control of fibre tension:<br />
V<br />
0<br />
E1<br />
= E1<br />
⋅<br />
V<br />
6.8.1 For laminates with constant fibre tension: if the fibre tension is reduced compared to the reference data<br />
and fibres do not crimp or change orientation, all data are valid. If the fibre tension increases, fibre dominated<br />
values shall be re-qualified.<br />
f<br />
0<br />
f<br />
0<br />
1−V<br />
0 f<br />
E2<br />
= E2<br />
⋅<br />
1−V<br />
G<br />
12<br />
= G<br />
1<br />
0<br />
12<br />
X = X<br />
f<br />
1−V<br />
⋅<br />
1−V<br />
0<br />
1<br />
V<br />
⋅<br />
V<br />
0<br />
Y1 ≈ Y 1<br />
Y<br />
XY<br />
* *0<br />
1<br />
≈ Y1<br />
≈<br />
f<br />
0<br />
f<br />
0<br />
12<br />
XY 12<br />
0<br />
f<br />
f<br />
DET NORSKE VERITAS AS