Large Scale Tests on Bridge Slabs Cantilevers Subjected to Traffic Loads

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.


Published in:
Proceedings of the 2nd fib Congress, 1, 232
Presented at:
Proceedings of the 2nd fib Congress
Year:
2006
Publisher:
Naples, , Proceedings of the 2nd fib Congress
Keywords:
Laboratories:




 Record created 2007-09-12, last modified 2018-10-01

n/a:
Download fulltextPDF
External link:
Download fulltextURL
Rate this document:

Rate this document:
1
2
3
 
(Not yet reviewed)