Middle and small bridge fast detecting method based on long-scale-distance optical fiber strain sensor
A technology of optical fiber sensors and small and medium bridges, applied in the testing of machines/structural components, measuring devices, vibration testing, etc.
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Embodiment 1
[0060] by figure 1 The shown cantilever beam structure is taken as an example, and the specific implementation manner of the present invention will be described in detail.
[0061] 1. Divide the structural units, arrange long-gauge fiber optic sensors on the units, select appropriate nodes to load the impact force and record the impact force and dynamic strain time history data at the same time, and calculate the strain frequency response function from the recorded time history data.
[0062] The structure is divided into several units according to the length of the force-bearing member where the long gauge fiber sensor needs to be arranged. In this embodiment, the length of the cantilever beam in the cantilever section is 1.6m, and the long gauge fiber sensor is used to measure the gauge of the part. The pitch length is 0.2m, so the structure of this embodiment is divided into 8 units, and the units are numbered as unit 1 to unit 8 from the fixed end to the cantilever end, an...
Embodiment 2
[0074] Figure 10 An example of a three-span simply supported reinforced concrete girder bridge is shown. The main girders on both sides of each span are key structural components, so long-gauge fiber optic sensors are arranged on their bottom layers. Then, impact force was applied to different positions of the bridge deck for vibration test, and the time history data of impact force and dynamic strain were recorded. First, the strain frequency response function of each span bridge is estimated by the impact force and macro strain observed in the vibration test, then the calculated modal parameters, especially the scaling coefficients of each mode shape, and then the overall structure is calculated by the formula (9) Strain compliance. Finally, the strain of each element of the bridge under any static load is predicted by the strain compliance. Figure 11 It is shown as the strain value of each unit of the main girder on both sides of the first span of the three-span simply...
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