Wednesday, 9 May 2018

Experimental validation of bridge damage detection method using rotation measurements

Hello Everybody,

I carried out experimental studies in collaboration with a research group at Kyoto University, in an attempt to validate a newly developed bridge condition assessment methodology. The test is performed at the Structures Laboratory on a 5.6 metre long simply supported bridge structure at Kyoto University. Figure 1 shows the test structure.

Figure 1. Test Structure

The test structure is stiffened at various locations by attaching steel plates on the girder flanges and response of the structure to a moving 4-axle vehicle is measured using QA-750 uniaxial accelerometers. Subsequently, developed bridge condition assessment algorithm is applied to validate the robustness of the methodology.

Figure 2. Four-axle vehicle model

Figure 3. Inclinometer attached at the support location

Figure 4. Stiffening plate attached at midspan location

The results obtained from the study prove that the developed methodology successfully identifies stiffening locations and it is a promising tool for real bridge condition assessment applications. As a future work, it is planned to validate the procedure on a full-scale railway bridge structure.

Whilst in Kyoto I also had a chance to go for sightseeing and take some nice pictures

View from Nijo Castle

Thursday, 8 February 2018

Structural Testing of a Heritage Railway Bridge with the Flying Scotsman Locomotive

On Tuesday 5th September 2017 a team of researchers from Full Scale Dynamics Ltd and the Vibration Engineering Section at the University of Exeter conducted field testing on the Mineral Line Bridge in Somerset. The bridge forms part of the West Somerset Railway (WSR), a heritage railway line with 20 miles of track in South West England. The purpose of the field testing was to monitor the deflections of the bridge while Flying Scotsman engine was running on the line. The team consisted of Farhad Huseynov, Yan Xu and Karen Faulkner.
The Flying Scotsman, one of the most well-known steam engines, was constructed in 1923 and was the first steam engine to officially record a speed of over 100 mph. To achieve this speed, the engine itself measures 21.3 m in length and weighs 97.8 tonnes. This is significantly larger than the Raveningham Hall engine, with a length of 19.2 m and a weight of 76.4 tonnes, is the largest train belonging to the WSR. The aim of the testing was to measure deformations of the bridge under loading from the passing trains and to determine the effect of the larger Flying Scotsman locomotive on the bridge.

Flying Scotsman Locomotive passes over the Mineral Line Bridge

The Mineral Line Bridge is located on the outskirts of Watchet and was originally constructed to carry the Minehead route over the West Somerset Mineral Railway. The Mineral Railway now operates as a footpath and cycle path open to the public. The bridge opened in 1862, has a single span of 14.8 m and is constructed skewed an angle of 60° to the pathway beneath.

A series of accelerometers were installed on the bridge deck at five test points, measuring at each abutment and at quarter-span, mid-span and three-quarter-span. The angle of rotation of the bridge deck at each test point was inferred from the accelerometer data. This rotation data was then used to determine the deflection of the bridge.

Accelerometers installed on the bridge

The Imetrum camera was used to measure deflections of the bridge under loading from the passing trains. Three Imetrum cameras were set up on tripods and targets were installed, one at mid-span on the bridge deck and two on the western abutment. The abutment deflection was monitored to gather info as part of a previous study, but the main focus of the testing on the day was to measure the deflection at mid-span of the bridge.

Imetrum cameras and targets installed on the bridge

By comparing the results of the deflection calculated from the rotation data and measurements from the Imetrum camera, the team were able to verify the deflection measurements obtained from the accelerometers. There was a good correlation between the two measurements, verifying the procedure used by the research team.

The results indicated increased deflections and rotations under loading from the Flying Scotsman but were safely within the tolerances of the bridge.

Raveningham Hall Locomotive passes over the Mineral Line Bridge

The weather conditions were not ideal on the day, with periods of rainfall intermixed with sunny periods throughout the day. This required the equipment to be covered with plastic bags for parts of the day, though this was found to have a negligible effect on the data.

Stay tuned!