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

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3 Results of the Analysis<br />

Advanced Building Skins<br />

In this chapter the results of the numerical and the experimental analysis are shown and compared. For<br />

the experimental tests (financed by the Waagner-Biro Stahlbau AG and performed <strong>at</strong> the Institute of<br />

Structural Engineering/Steel Structures of the Vienna University of Technology) different<br />

measurement techniques were used:<br />

Inductive displacement transducers - to measure the rel<strong>at</strong>ive displacement between the glass<br />

fin and the testing frame (displacement 1), the rel<strong>at</strong>ive displacement between the glass fin and<br />

the supporting steel bracket (displacement 2) and a potential displacement of the glass fin out<br />

of plane;<br />

Strain gauges – to measure the maximal tensile and compressive strain below the supporting<br />

area;<br />

Photogrammetric measuring system ARAMIS [5] – to measure the strain distribution in the<br />

supporting area.<br />

First some measured parameters from the experimental tests are shown in Table 1. The highest failure<br />

loads were reached in the case of the trapezoidal glass fins with grout as contact m<strong>at</strong>erial. The<br />

maximal measured tensile stress of <strong>14</strong>7 N/mm 2 is 1,25 times higher than the characteristic tensile<br />

strength for glass of 120 N/mm 2 mentioned in standards.<br />

Table 1: Measured parameters for the different experimental analysed glass fins<br />

Test specimen<br />

Failure load<br />

[kN]<br />

Maximal strain<br />

[%]<br />

Test run – trapezoidal glass fins with grout as contact m<strong>at</strong>erial<br />

- 4 -<br />

Maximal tensile stress<br />

[N/mm 2 ]<br />

V1M 33,9 0,19 133<br />

V2M 35,3 0,21 <strong>14</strong>7<br />

V3M 29,8 0,17 119<br />

Test run – trapezoidal glass fins with thermoplastic blocks as contact m<strong>at</strong>erial<br />

V4K 29,5 0,19 133<br />

V5K 33,0 0,21 <strong>14</strong>7<br />

V6K 25,4 0,20 <strong>14</strong>0<br />

Test run – rectangular glass fins with grout as contact m<strong>at</strong>erial<br />

R7M 30,2 0,18 126<br />

R8M 30,4 0,18 126<br />

R9M 31,1 0,20 <strong>14</strong>0<br />

Test run – rectangular glass fins with thermoplastic blocks as contact m<strong>at</strong>erial<br />

R10K 24,2 0,16 112<br />

R11K 24,8 0,17 119<br />

R12K 23,4 0,<strong>15</strong> 105<br />

In the next two sub-chapters the results of the analysis are separ<strong>at</strong>ely tre<strong>at</strong>ed for the rectangular and<br />

the trapezoidal fins. Load-displacement diagrams, stress/strain distributions and some pictures of the<br />

test specimens are shown.

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