19.07.2013 Views

advanced building skins 14 | 15 June 2012 - lamp.tugraz.at - Graz ...

advanced building skins 14 | 15 June 2012 - lamp.tugraz.at - Graz ...

advanced building skins 14 | 15 June 2012 - lamp.tugraz.at - Graz ...

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

Advanced Building Skins<br />

Y<br />

Z<br />

Figure 9: Cone 5 deflection results of the design with a finite element program<br />

7 Pendulum Impact Test<br />

For the lamin<strong>at</strong>ed safety glass of the balustrade for dynamic loads in particular a pendulum impact test<br />

was demanded. This test was carried out directly on the site for real boundary conditions. As required,<br />

a 50 kilogram steel mass with the twin tires swung into the glass panes with a drop height of up to 900<br />

mm (according to the standards). The test started with an impact loc<strong>at</strong>ed in the center of the glass pane<br />

with a drop height of 450 mm. After the test was successfully passed, the height of the fall was<br />

increased up to 900 mm. The impact loc<strong>at</strong>ed in the center of the glass causes no failure (no cracks).<br />

Only with an impact loc<strong>at</strong>ed near the vertical edges with a drop height of 900 mm did the glass pane<br />

on the side of the load break. The crack p<strong>at</strong>tern after the pendulum impact test can be seen in the right<br />

picture in figure 10 below. The glass opposite was still intact and only a few small pieces of broken<br />

glass could be observed.<br />

8 Acknowledgements<br />

Figure 10: Glass before and after the pendulum impact test [2]<br />

All these conically-curved lamin<strong>at</strong>ed safety glass or insul<strong>at</strong>ed glass as well as the steel substructure<br />

were produced by the company SFL Technologies in Austria. The structural development and the<br />

structural design were made by the Research Center for Integral Construction Engineering “fibag”.<br />

X<br />

- 6 -<br />

7.2

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!