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The stresses are summarised and compared to the limit states in table E.10.<br />

Compressionparallel<br />

to grain<br />

[MPa]<br />

Compressionperpendicular<br />

to grain<br />

[MPa]<br />

Shear<br />

parallel to<br />

grain<br />

[MPa]<br />

Shear<br />

perpendicular<br />

to<br />

grain<br />

[MPa]<br />

STRUCTURAL ANALYSIS OF BLADES<br />

Tension<br />

perpendicular<br />

to<br />

grain<br />

[MPa]<br />

Tension<br />

parallel to<br />

grain<br />

[MPa]<br />

Limit state stress 4.9 0.54 0.96 0.27 0.32 9.0<br />

Design stress 5.7 0.14 0.20 0.05 0.15 0.25 0.22 0.32 6.3<br />

Table E.10: Summary of results and comparison to limit states<br />

The limit state for compression parallel to grain is exceeded by 16%. The location of the<br />

maximum compressive stress is shown on figure E.11.<br />

Figure E.11: Position of maximum compressive stress<br />

The maximum stress is highly local as less than 0.01% of the element volume has a com-<br />

pression stress that exceeds the limit state. The limit state is not exceeded in the cross-<br />

section at the blade root, which is the cross section that the loads are originally derived for<br />

in accordance with IEC 61400-2. When further taking into account the high material safety<br />

factor of 10, due to lacking S-N curves, it is considered acceptable that the limit state is<br />

exceeded by 16% for this load case.<br />

159

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