Sensor layout method and structure identification method suitable for structural health monitoring
A technology for health monitoring and structure identification. It is used in the testing, instruments, and measuring devices of machine/structural components. It can solve problems such as hard-to-capture damage, poor durability, and structural damage.
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Embodiment 1
[0059] A tied arch bridge with a span of 64 meters, a height of 13 meters and a width of 14 meters, the finite element model of the 64 meters tied arch bridge, the length of the tie beam is 64 meters, so it can be divided into 64 units, each The unit length is 1 meter, so it can be determined that the gauge length of the pasted long gauge FBG sensor is 1 meter. This model is used to clearly explain the specific implementation steps of the present invention.
[0060] Step 1: Modeling by finite element method and analyzing the typical working conditions of daily loads. The six typical working conditions of the arch bridge are: the concentrated force acts on the two arch foot sections, the vault section, L / 4 and 3L / 4 Arch rib sections, and uniform load cases such as figure 2 shown. Obtain the bending strain curve C of the structure under each load condition i , i=1,2,3,4,5,6, such as image 3 (a) shown.
[0061] The second step: use formula (1) to normalize the six strain c...
Embodiment 2
[0079] Taking the sensor layout scheme of Sutong Bridge auxiliary channel bridge as an example, the concept of area sensing and how to select structural key components through vulnerability analysis and sensor layout based on the concept of area sensing are introduced. The auxiliary channel bridge of Sutong Bridge is a prestressed concrete continuous rigid frame bridge with three spans of 140 meters, 268 meters and 140 meters respectively. The main pier is an ordinary reinforced concrete double thin-walled rectangular hollow pier. The box girder is a single-box single-chamber cross-section, with a roof width of 16.4m, a floor width of 7.5m, a beam height of 15.0m at the root, and a beam height of 4.5m at the mid-span and side-span straight sections. The minimum thickness of the top plate in the box is 0.32m, the thickness of the web plate is 0.45-1.0m, and the thickness of the bottom plate is 0.32-1.7m. The total width of the bridge deck is 34m, with 6 lanes in both direction...
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