Method and system for dynamic identification of vehicle axle load based on loading of arch bridge hanger force influence surface
A technology of dynamic recognition and surface loading, applied in instrumentation, geometric CAD, design optimization/simulation, etc., can solve problems such as traffic jams, equipment damage, bridge traffic congestion, etc., and achieve good adaptability to environmental conditions and regional adaptation Strong and wide application prospects
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Embodiment 1
[0052] This embodiment discloses a method for dynamically identifying the axle load of a vehicle based on the influence of the force of the arch bridge suspender force on the surface, including:
[0053] S100. Extracting girder type and structural parameter control information, specifically: obtaining required bridge type, bridge span, bridge deck width, hanger area and hanger distribution, section type distribution, and structural characteristic parameters of section moment of inertia.
[0054] Specifically, the specific steps of S100 include:
[0055] S101. Obtain the type parameter information of the arch bridge;
[0056] S102. Obtain the span layout information of the arch bridge, divide the longitudinal bridge to the suspension rod force influence line grid, and extract the interval and number;
[0057] S103. Acquiring bridge deck width layout information, dividing the transverse bridge to the boom force influence line grid, and extracting intervals and numbers;
[0058...
Embodiment 2
[0082] Loading dynamic vehicle axle load system based on arch bridge hanger force influence surface loading, including: girder type and structural parameter acquisition unit, arch bridge hanger force influence surface acquisition unit, corrected hanger force influence surface unit, trigger recognition vehicle axle load system unit , vehicle axle load identification unit; wherein:
[0083] The girder type and structural parameter acquisition unit is used to extract the girder type and structural parameter control information, specifically: to obtain the required bridge type, bridge span, bridge deck width, hanger area and hanger distribution, section type distribution, section Moment of inertia structural characteristic parameters. The specific working method of the beam type and structural parameter acquisition unit has been described in detail in Embodiment 1, and will not be repeated here.
[0084] Arch bridge suspender force influence surface acquisition unit is used to ex...
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