Test simulation system for rail structures of high-speed railways and urban railway system
A technology of urban rail transit and high-speed railway, applied in the field of railway engineering structure test simulation system
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Embodiment 1
[0041] In this example, the basic theories of heat transfer and finite element method are used to simulate the mechanical properties of the slab track structure under the action of temperature by using ANSYS software, analyze the data obtained from the simulation test, and use FLASH software to perform animation simulation Finally, an independent simulation system is formed through VB.NET language, which provides a platform and basis for track engineering teaching and ballastless track design.
[0042]The temperature and force test of the track slab only studies the deformation and stress of the track slab under the action of temperature load, so the effect of the rail is ignored in the modeling, and a simplified model of the track slab and concrete layer is established. The CA mortar layer between the two A three-way spring is used to simulate. The model selects a track slab for calculation, such as figure 2 shown. The track slab is selected from Japan’s Shinkansen A-type ...
Embodiment 2
[0057] This embodiment simulates the field test, adopts the finite element method, uses ANSYS software to simulate the mechanical characteristics of the slab track structure under the action of longitudinal force, analyzes the data obtained from the test, and uses FLASH software to perform animation simulation, and finally through VB The .NET language forms an independent simulation system, providing a platform and basis for track engineering teaching and ballastless track design.
[0058] The track slab push plate test simulated in this embodiment is to study the displacement of the track slab under the action of longitudinal concentrated force, obtain the relationship between force and displacement, and then obtain the frictional resistance therebetween. In this test, the track slab and concrete The simplified model of the layer, the CA mortar layer between the two is simulated by a three-way spring. Take a board as the research object, such as Figure 7 shown. The track s...
Embodiment 3
[0062] This embodiment simulates the falling shaft test. On the selected track section, the wheel set is used to freely fall at a certain height to cause a vertical impact on the rail surface. On the one hand, the vertical impact force signal of the rail is measured, and the track is calculated. The elastic coefficient K and damping coefficient C; on the other hand, through the attenuation of the impact force amplitude of the rail and the vibration acceleration of each part of the track, the vibration transmission and attenuation performance of the track structure is analyzed. The test and calculation of the elastic coefficient and damping coefficient of the track refer to the mature test method of the Japan Railway Technology Research Institute, and the track and the load system are considered as a single degree of freedom in the calculation.
[0063] This embodiment adopts the finite element method, uses ANSYS software to simulate the actual impact between the wheel and the r...
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