conference paper
Large Scale Tests on Bridge Slabs Cantilevers Subjected to Traffic Loads
2006
Proceedings of the 2nd fib Congress
To improve the reduced available experimental data on the load capacity of full scale bridge deck slabs, 3 tests on a large scale bridge cantilever (10 x 4.2 m) were done. The cantilevers were tested under 4, 2 and 1 concentrated loads simulating traffic wheels. Neither of the tests attained the theoretical yield-line failure load. A brittle shear failure was observed for all tests.
Type
conference paper
Author(s)
Date Issued
2006
Publisher
Publisher place
Naples
Published in
Proceedings of the 2nd fib Congress
Volume
1
Start page
232
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Editorial or Peer reviewed
REVIEWED
Written at
EPFL
EPFL units
| Event name |
Available on Infoscience
September 12, 2007
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