FBG optical fibers in proof loading of concrete slab bridges

FBG optical fibers in proof loading of concrete slab bridges

Faassen, Luuk (TU Delft Civil Engineering and Geosciences)

Yang, Y. (mentor)
Lantsoght, E.O.L. (graduation committee)
Cicirello, A. (graduation committee)
Noordermeer, E. (graduation committee)

Delft University of Technology

2021-07-09

As the average age of bridges in the Netherlands is increasing and loads are rising, more research on the capacity of these bridges is required. One of the methods to determine if a bridge still has sufficient safety is proof load testing. Stop criteria are values of structural responses at which further loading may course irreversibly damage to the structure. Measuring all currently proposed stop criteria requires a lot of single sensors, and it is holding back the application of the method in practice. A method to improve the applicability of proof load testing in practice is to simplify the sensor setup by using semi continuous fiber optical sensors. In this research, a fiber optical measurement system is developed to measure stop criteria for proof load testing. For application of the system to the slab a stiff glued anchorage system is designed, which is able to transfer the concrete strains to the reusable, long gauge fiber optic sensor system. The performance of this anchorage system is checked by preliminary experiments that include the comparison of various glues and investigates time-dependent effects. An installation method for these anchors is developed to improve practical applicability. Stop criteria are developed and checked by a 1:2 scale experiment on a concrete slab bridge. The results from the optical fiber sensors measure the global behavior of the slab bridge such as cracking and deflection well. Internal optical fiber sensors were included within the reinforcement. These sensors provide information on the strains up until the yielding point of the reinforcement bars. In conclusion, the fiber optical measurement system does provide insight on global and local behavior of the slab, and is able to monitor stop criteria. More importantly, the critical location cannot be missed with this sensor setup, as well as that more simplifications in the measurement setup are possible. It is therefore recommended to apply this measurement technique in future applications of proof load testing.

Stop criteria
FBG
Long gauge
Proof Load Testing
concrete
slab bridges

http://resolver.tudelft.nl/uuid:670ccff3-b6fc-45b7-9d50-9557e0dc3756

Student theses

master thesis

© 2021 Luuk Faassen