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4.13 SCREWS<br />
42-7-1 G Pirnbacher, R Brandner, G Schickhofer<br />
Base Parameters of self-tapping Screws<br />
Introduction<br />
According to EN 1382:1999 the axial withdrawal strength of fasteners in<br />
timber is determined by means of a standardised test under tightly regulated<br />
loading conditions and exact rules for the moisture content of the specimens<br />
(thereby also limiting the possible climatic conditions during preparation<br />
and/or storage of the test pieces). The axial resistance is the primary<br />
mechanism defining connections that employ axially loaded screws as<br />
load carrying members – in general the dowel-type effect of the screw is<br />
not taken into account for the design of the connection. Variations of the<br />
moisture content, the temperature at “screw-in” and/or “pull-out” and<br />
wether the screw is pre-drilled or not are not considered in the design rules<br />
at all. Other parameters like the effective length and the angle between the<br />
screw axis and the grain are taken into account in the different rules available<br />
in the diverse codes like EN 1995-1-1:2004-1 and DIN 1052:2008<br />
and technical approvals.<br />
Conclusion<br />
The parameters researched show significant effects on the withdrawal resistance<br />
of screws. Most prominent is the effect of embedment with an increase<br />
of at least 15% starting from only 15 mm embedment of the thread<br />
into the wood.<br />
Additionally the effect of embedment covers other effects – e.g. the effect<br />
of the angle to the grain (earlier research without consideration of embedment<br />
indicated no effect between 90° and even below 45°). The inclusion<br />
of the embedment depth is proposed in the following form:<br />
k � 1,15 if l � 2d<br />
emb<br />
emb<br />
The moisture content shows an influence of 0.65% per percent of moisture<br />
content. The<br />
proposed correction takes the form of:<br />
�1.00 8% mc . �12%<br />
�<br />
� � for<br />
�<br />
�<br />
1.00 � 0.0065 ��u �% ��12<br />
� 12% m. c � 20%<br />
<strong>CIB</strong>-<strong>W18</strong> Timber Structures – A review of meeting 1-43 4 CONNECTIONS page 4.77<br />
k<br />
mc<br />
The diameter has an effect of about -12.5% between the diameters of 8<br />
mm and 12 mm. The relation included in the modelling of fax as function of<br />
density is:<br />
�0.428<br />
� �<br />
k � 2.44d d in mm<br />
diam<br />
The length can be considered by deducting the tip from the thread length,<br />
where the correction is diretly related to the diameter and proposed in the<br />
form of:<br />
lkorr �lthread� klengthd k � 1.17<br />
length<br />
with<br />
The temperature does not exert a quantifiable effect on the withdrawal resistance.<br />
k �1.00 for � 20 to 50 C<br />
temp<br />
A modified Hankinson relation optimized to describe the 5% fractile can<br />
be formulated by an adjustment of the exponents from the original value of<br />
2.0 to 2.2 as follows:<br />
1<br />
khankinson,<br />
modified �<br />
2.2 2.2<br />
sin � �1.30cos<br />
�<br />
� � � �<br />
The dependency from density shows clearly in the regression analysis. An<br />
example of the obtained mean value model shall be given here:<br />
0.572<br />
fax, mean,90 � 0.01353�test �0.28147 �2.4d � 2.18888<br />
with<br />
� �450kg/m and d � 8 mm<br />
mean<br />
3<br />
0.572<br />
fax, mean,90<br />
� 0.01353� 450 �0.28147 �2.44 �8 � 2.18888<br />
fax, mean,90<br />
� 6.09 � 2.26 � 2.18 � 6.02 N/mm<br />
The investigated effects show clear trends and can be normalized across<br />
material and angle to the grain variations. Summing all single effects up<br />
2