Rapid extraction method of double-axle vehicle slowly passing through mid-span displacement influence line of continuous girder bridge
A technology of displacement influence lines and vehicles, which is applied in the testing of machines/structural components, instruments, geometric CAD, etc., can solve the problems of slow biaxial vehicles, unclear mechanical concepts, and difficulty in obtaining the measured values of influence lines accurately, and achieve The concept of mechanics is clear and the effect of increasing operability
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specific Embodiment approach 1
[0066] Specific Embodiment 1: This embodiment records a method for quickly extracting the displacement influence line of a two-axle vehicle slowly passing through the mid-span of a continuous girder bridge. The driving speed of the vehicle is less than 5 km / h, and the method is specifically as follows:
[0067] For a two-axle truck, the axle loads of the front axle and the rear axle are P / 2 respectively, the total weight is P, and the wheelbase is s; the distance from the front axle to the left fulcrum of the bridge is x 1 =x, the distance x from the rear axle to the left fulcrum of the bridge 2 =x-s;
[0068] The mid-span vertical displacement formula is as follows:
[0069] Ⅰ.x
[0070]
[0071] Ⅱ.s
[0072]
[0073] Ⅲ. l
[0074]
[0075] IV.
[0076]
[0077] V.
[0078]
[0079] VI.
[0080]
[0081] VII.2l
[0082]
[0083] Ⅷ.2l+s
[0084]
[0085] In the above formula, f 0 (x) is the vertical displacement a...
Embodiment 1
[0115] Two-axle trucks pass slowly across the bridge: for a three-span concrete continuous girder bridge with a span of 3×40m, the calculated span is l=40m; two-axle trucks pass slowly through the bridge, and the total vehicle weight is P=300kN, corresponding to The weights of the front axle and the rear axle are both P / 2=150kN, and the wheelbase s=3m. The specific implementation steps are as follows Figure 9 shown.
[0116] Displacement sensors are arranged across the cross-section, and the displacement curve in the mid-span is as follows: Figure 10 As shown, the mid-span displacement influence line obtained after separation by this method is as follows Figure 11 As shown, through finite element model analysis, the theoretical value of mid-span displacement influence line is as follows Figure 12 As shown, comparing the two, the relative error is as Figure 13 As shown, it can be seen that for the section near the fulcrum, due to the small value of the displacement or ...
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