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OS-C501

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Offshore Standard DNV-<strong>OS</strong>-<strong>C501</strong>, November 2013<br />

Sec.4 Materials - laminates – Page 68<br />

Table 4-11 Qualification against representative data (Continued)<br />

Mechanical parameter Low safety class Normal safety class High safety<br />

In-plane orthotropic<br />

elastic constants<br />

ν 13<br />

ν 23<br />

ε ∧<br />

3t<br />

ε ∧<br />

3c<br />

Poisson’s ratio normal to the fibre<br />

plane, including the fibre direction,<br />

when tensioning in the fibre direction.<br />

Poisson’s ratio normal to the fibre<br />

plane, including the direction normal<br />

to the fibres, when tensioning in the<br />

plane normal to the fibres.<br />

Tensioning strain at break, normal to<br />

the fibre plane.<br />

Compression strain at break, normal<br />

to the fibre plane.<br />

class<br />

rep × 1 rep × 1 confirm if<br />

critical for<br />

design<br />

rep × 1 rep × 1 confirm if<br />

critical for<br />

design<br />

rep × 0.9 or<br />

ε ∧<br />

= × 0.9<br />

2t<br />

rep × 0.9 or<br />

ε ∧<br />

= 2c<br />

× 0.9<br />

confirm if critical<br />

for design<br />

confirm if critical<br />

for design<br />

confirm if<br />

critical for<br />

design<br />

confirm if<br />

critical for<br />

design<br />

Tensioning strain at break normal to rep × 0.9 or<br />

ε ∧ 13<br />

the fibre plane when tensioning in the<br />

fibre direction.<br />

= ε ∧<br />

12 × 0.9<br />

confirm if critical<br />

for design<br />

confirm if<br />

critical for<br />

design<br />

ε ∧ 23<br />

Tensioning strain at break normal to rep × 0.9 or<br />

the fibre plane when tensioning in the<br />

fibre plane, normal to the fibre<br />

direction.<br />

= ε ∧<br />

12 × 0.9<br />

Tensioning stress at break normal to rep or<br />

the fibre plane.<br />

calculate<br />

σ ∧ 3t<br />

σ ∧ 3c<br />

13<br />

σ ∧ 23<br />

σ ∧<br />

Compression stress at break normal to<br />

the fibre plane.<br />

Stress at break normal to the fibre<br />

plane when tensioning in the fibre<br />

direction.<br />

Stress at break normal to the fibre<br />

plan, including the direction normal<br />

to the fibres, when tensioning normal<br />

to the fibre plane.<br />

rep or<br />

calculate<br />

rep or<br />

calculate<br />

rep or<br />

calculate<br />

confirm if critical<br />

for design<br />

calculate<br />

calculate<br />

calculate<br />

calculate<br />

confirm if<br />

critical for<br />

design<br />

calculate<br />

calculate<br />

calculate<br />

calculate<br />

Fracture Toughness<br />

Critical length In-plane rep × 0.8 confirm confirm<br />

G 1c<br />

Critical strain energy release rate in<br />

the fibre direction.<br />

rep × 0.8 confirm confirm<br />

G 2c<br />

Critical strain energy release rate in rep × 0.8 confirm confirm<br />

the fibre plane, normal to the fibre<br />

direction.<br />

Long Term Properties<br />

(see [8.6.15] and<br />

[8.6.16])<br />

Creep/Stress relaxation rep confirm if critical confirm<br />

for design<br />

Stress rupture rep confirm if critical confirm<br />

for design<br />

Static strength<br />

reduction under<br />

permanent load<br />

rep rep confirm if<br />

critical for<br />

design<br />

Change of modulus<br />

under cyclic fatigue<br />

Cycles to failure<br />

fibre dominated<br />

Cycles to failure<br />

matrix dominated<br />

Fibre dominated static<br />

strength reduction<br />

under fatigue load<br />

rep rep confirm if<br />

critical for<br />

design<br />

rep<br />

confirm if critical confirm<br />

for design<br />

rep<br />

confirm if critical confirm<br />

for design<br />

rep rep confirm if<br />

critical for<br />

design<br />

DET NORSKE VERITAS AS

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