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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

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