OS-C501
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Offshore Standard DNV-<strong>OS</strong>-<strong>C501</strong>, November 2013<br />
Sec.5 Materials – sandwich structures – Page 87<br />
Guidance note:<br />
Static strength values estimated from an S-N curve are typically conservative.<br />
When subjected to very high cyclic load over short period of time, the reduced static strength may be much lower than<br />
an estimated value from S-N curve - and here wrongly assumed being a conservative approach.<br />
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3.8.3 Static strains to failure shall be obtained from the reduced static strength and the cycle dependent<br />
stiffness value.<br />
3.8.4 If the S-N curve is used and is not linear in a log presentation, the static strength cannot be calculated by<br />
the above equation, but shall be taken directly from the S-N curve.<br />
3.8.5 Higher static mechanical properties values may be used on the ground of experimental evidence. The<br />
procedure in Sec.4 [3.4] may be used.<br />
Guidance note:<br />
The static strength for a given stress amplitude may be higher than the value on the S/N curve, if the specimen is<br />
exposed to less cycles than given on the S/N curve. For some PVC foams, 90% of the static strength is preserved up<br />
to almost the end of fatigue life. At the end of the cyclic life, static strength decreases very significantly.<br />
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3.9 Effect of high loading rates - shock loads - impact<br />
3.9.1 The application of a high loading rates may cause the core or the adhesive material to behave differently.<br />
3.9.2 Strain rate effects are material-dependant but also vary with temperature.<br />
3.9.3 Typical apparent effects of high loading rates are:<br />
— increase in strength<br />
— increase in modulus<br />
— decrease of strain to failure<br />
— change of failure mode from ductile or plastic to brittle.<br />
Guidance note:<br />
The effect of high strain rate is more pronounced for polymeric materials than for wooden or metallic materials.<br />
For polymeric materials, such as polymeric foam, strain rate effects are significant for values superior to 5% per<br />
second at room temperature<br />
For balsa wood core materials, strain rate effect is negligible for temperature range belonging to –20 +40°C and for<br />
strain due to slamming of waves in marine applications.<br />
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Table 5-7 Typical increase in strength due to strain rate<br />
increase by 4 decades, i.e. 0.001/s to 10/s<br />
Core Material<br />
Typical increase in strength<br />
Aluminium honeycomb 12%<br />
Nomex honeycomb 20%<br />
End-grain balsa 30%<br />
linear PVC foam 80%<br />
cross-linked PVC foam 28%<br />
3.9.4 Decrease of strain to failure under high strain rate regime may be critical at stress concentration areas,<br />
for example, area of load introduction, joints, inserts.<br />
3.9.5 When strain rates effects are unknown, strength and elasticity modulus for quasi-static conditions should<br />
be used together with strain to failure at high strain rate - as a conservative approach.<br />
3.10 Characteristic values<br />
3.10.1 Characteristic values shall be used for all stress rupture and S-N curves in this standard. The procedure<br />
to obtain these values is the same as given in Sec.4 [3.11].<br />
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