The invention discloses a continuous
rigid frame bridge prestress damage identification method based on deflection monitoring. The continuous
rigid frame bridge prestress damage identification method comprises the following steps: I, establishing a bridge deflection
monitoring system, that is, the bridge deflection
monitoring system comprises n deflection monitoring devices and one
data acquisition device, and the n deflection monitoring devices are respectively arranged on n deflection monitoring points; II, monitoring deflection of a bridge, namely, respectively monitoring deflection data of n deflection monitoring points on a main beam by using the bridge deflection
monitoring system in real time, and synchronously transmitting the monitored deflection
monitoring data to
data processing equipment; III, identifying prestress damage, namely, establishing a finite
element model of the bridge,
processing the bridge deflection
monitoring data, acquiring deflection data caused by prestress damage, establishing a damage identification
rigidity matrix and identifying prestress damage. The continuous
rigid frame bridge prestress damage identification method is simple in step, reasonable in design, convenient to realize, good in use effect, capable of easily and conveniently completing the prestress damage identification process of a continuous rigid frame bridge, and relatively high in identification result reliability.