Response modification for enhanced operation and safety of bridges.
-
2011-08-01
Details
-
Creators:
-
Corporate Creators:
-
Subject/TRT Terms:
-
Publication/ Report Number:
-
Resource Type:
-
Geographical Coverage:
-
Edition:Final report.
-
Corporate Publisher:
-
Abstract:This report shows that safe extension of the service life of existing bridge structures is possible through bridge ; health monitoring and structural response modification. To understand bridge health monitoring and structural ; response modification and control, it is necessary to examine: 1) common bridge vulnerabilities, 2) bridge loading ; models, 3) response modification devices, and 4) bridge monitoring systems. The efficacy of response modification ; techniques on a realistic bridge system were demonstrated using the Cedar Avenue Bridge in Minnesota as a ; specific example. The Cedar Avenue Bridge is a steel tied arch bridge which means that it is fracture critical. Due ; to the non-redundant nature of a fracture critical bridge, fatigue failure could be catastrophic and is of concern. ; Previous research has shown that stress concentrations exist at the joints where the hangers and floor beams are ; attached to the box girder 7. Using a simulation of response modification on the Cedar Avenue Bridge model, ; stress ranges have been reduced on these specific details that are of concern. Modeling using a scissor jack and ; simple damping device has shown that stress ranges can be reduced by approximately 39% which can lead to life ; extension of as much as 346%.
-
Format:
-
Download URL:
-
File Type:
-
Collection(s):
-
Main Document Checksum:urn:sha-512:70cbd37585ecc8774386817dc504ea2f988298a1d35558aaac5c208b0243d9edc104ad81ddb2353a9f37f0fb0f58a752068290bfefc4849d2a18efb1986fb594