You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
Assumption Description<br />
Medium term load-duration<br />
class M<br />
BLADE ATTACHMENT<br />
States a load-duration from 1 week to 6 months of the<br />
total life time a [53, p. 45]<br />
Service class 3 The service class is used for components that are fully<br />
exposed to wetting [53, p. 44]<br />
High safety class Is used as failure may cause personal injury or consider-<br />
able social consequences [53, p. 43]<br />
Bolt quality 4.6 Implying a bolt yield strength of 240 MPa and an ulti-<br />
mate strength of 400 MPa [31, p. 63]<br />
a) Load case E occurs at a wind speed of 14 m/s. U<strong>sin</strong>g the probability function of appendix A.1, it may be<br />
calculated that the load-duration over a period of 19 years, which is the estimated longevity of the<br />
wind turbine, is 59 days.<br />
Table F.2: Description of the assumptions used in the calculations<br />
From the above correction factor kmod is set to 0.722 [53, p. 40]. The partial coefficient �m is<br />
set to 1.80 [53, p. 48] and �f is set to 1.5 [53, p. 47]. This is equal to a summarised safety<br />
factor of 3.7.<br />
Fk of (F.1) is calculated from the combined load capacity of one bolt connection and one<br />
press-in connector. This is multiplied by the number of bolts in the joint connection, under<br />
the assumption that the load capacity is equal for all components in the connection [31, p.<br />
92].<br />
Where the variables are:<br />
Fk � �Fpi � Fb�nb<br />
� 21.4kN<br />
Description Symbol Value<br />
Rated load capacity for press-in connector Fpi 4.1 kN<br />
Rated load capacity for bolt connection Fb 3.03 kN<br />
Number of bolts in the connection nb 3<br />
Table F.3: Load capacity for press-in connectors and bolts<br />
From the above, the limit state is now calculated:<br />
kmod Fk<br />
Flim.u � � 5.71kN<br />
� m� f<br />
This is compared to the centrifugal load FzB of load case E, which is 5.25 kN.<br />
FzB �<br />
Flim.u<br />
(F.2)<br />
(F.3)<br />
(F.4)<br />
185