Drive-by damage detection in bridges using the apparent profile
|Title:||Drive-by damage detection in bridges using the apparent profile||Authors:||O'Brien, Eugene J.
|Permanent link:||http://hdl.handle.net/10197/7053||Date:||May-2015||Abstract:||The concept of using sensors on a passing vehicle, rather than on the bridge, is known as 'Drive-by' damage detection. The newly developed traffic speed deflectometer (TSD) is a device used for pavement deflection measurements and is investigated here in numerical simulations as a means of bridge damage detection. A TSD vehicle model containing two displacement sensors is simulated crossing a simply supported finite element beam containing damage simulated as a loss in stiffness of one of the elements. An adapted Cross Entropy optimisation algorithm procedure is proposed to determine the apparent profile, where the displacements recorded by the sensors are used as the inputs. The time-shifted difference in the apparent profile is used as the damage indicator. Results show that this can be reliably used as a damage indicator in the presence of noise and changes in the transverse position of the vehicle on the bridge.||Funding Details:||Science Foundation Ireland||Type of material:||Journal Article||Publisher:||Wiley||Copyright (published version):||2014 John Wiley & Sons, Ltd.||Keywords:||TSD;RWD;Bridge;Damage;Highway;Speed;Traffic speed deflectometer;Optimization;Time-shifted||DOI:||10.1002/stc.1721||Language:||en||Status of Item:||Peer reviewed|
|Appears in Collections:||Civil Engineering Research Collection|
Show full item record
This item is available under the Attribution-NonCommercial-NoDerivs 3.0 Ireland. No item may be reproduced for commercial purposes. For other possible restrictions on use please refer to the publisher's URL where this is made available, or to notes contained in the item itself. Other terms may apply.