Using Instrumented Vehicles to Detect Damage in Bridges
Contribuinte(s) |
O'Connor, A.J. Caprani, C.C. |
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Data(s) |
01/09/2012
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Resumo |
This paper describes a ‘drive-by’ method of bridge inspection using an instrumented vehicle. Accelerometers on the vehicle are proposed as a means of detecting damage on the bridge in the time it takes for the vehicle to cross the bridge at full highway speed. For a perfectly smooth road profile, the method is shown to be feasible. Changes in bridge damping, which is an indicator of damage, are clearly visible in the acceleration signal of a quarter-car vehicle on a smooth road surface modelled using MatLab. When road profile is considered, the influence of changes in bridge damping on the vehicle acceleration signal is much less clear. However, when a half-car model is used on a road with a rough profile, it is again possible to detect changes in bridge damping, provided the vehicle has two identical axles. |
Formato |
application/pdf |
Identificador |
http://pure.qub.ac.uk/ws/files/17189319/20130118_BCRI_2012_manuscript.pdf |
Idioma(s) |
eng |
Direitos |
info:eu-repo/semantics/openAccess |
Fonte |
OBrien , E J , Keenahan , J , McGetrick , P & González , A 2012 , Using Instrumented Vehicles to Detect Damage in Bridges . in A J O'Connor & C C Caprani (eds) , Proceedings of the Bridge & Concrete Research in Ireland Conference (BCRI2012) . pp. 195-198 , Bridge & Concrete Research in Ireland (BCRI2012) , Dublin , Ireland , 6-7 September . |
Tipo |
contributionToPeriodical |