Retrofitting of damaged sandwich panels - EPAQ
Retrofitting of damaged sandwich panels - EPAQ
Retrofitting of damaged sandwich panels - EPAQ
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Cladding with additional <strong>panels</strong><br />
Comparison <strong>of</strong> experimental load-bearing capacity and stiffness<br />
to those <strong>of</strong> the ordinary <strong>sandwich</strong> panel<br />
2,0<br />
Sandwich <strong>panels</strong> covered with additional elements<br />
2,0<br />
relative total load<br />
1,5<br />
1,0<br />
0,5<br />
0,0<br />
Additional <strong>panels</strong><br />
relative total load<br />
relative total stiffness<br />
specimen<br />
0,0<br />
A B C D E F G H<br />
1,5<br />
1,0<br />
Additional mono<strong>panels</strong><br />
0,5<br />
relative total stiffness<br />
Repeated load<br />
<strong>of</strong> 5000 cycles<br />
no noticeable<br />
effects<br />
EASIE MC, Roma<br />
September 21, 2011<br />
18
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