Fatigue stress spectrum analysis method and system of longitudinally connected ballastless track on bridge

A technology for slab ballastless track and fatigue stress, which is applied in special data processing applications, instruments, electrical digital data processing, etc. The effect of improving the load model, improving the simulation accuracy, and fine-tuning the mechanical model

Active Publication Date: 2016-12-21
浙江澎湃轨道科技有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] With the widespread application of longitudinally connected slab ballastless tracks on bridges in my country's high-speed railways, some domestic scholars have conducted some research on the mechanical properties of bridge longitudinally connected slab ballastless tracks, but most of the research is on bridges under longitudinal loads. Longitudinal mechanical characteristics of longitudinally connected slab ballastless track, temperature field of longitudinally connected slab ballastless track on the bridge and its warping deformation and interlayer separation, stability of longitudinally connected slab ballastless track on bridge and train-longitudinal slab ballastless track Ballast track-bridge coupling dynamic characteristics, although there ...

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  • Fatigue stress spectrum analysis method and system of longitudinally connected ballastless track on bridge
  • Fatigue stress spectrum analysis method and system of longitudinally connected ballastless track on bridge
  • Fatigue stress spectrum analysis method and system of longitudinally connected ballastless track on bridge

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Embodiment 1

[0055] The embodiment of the present invention firstly discloses a fatigue stress spectrum analysis method of the longitudinally connected slab ballastless track on the bridge, such as figure 1 Shown, comprise following step (1)-step (7).

[0056] Step (1), according to the meteorological data of the Meteorological Bureau, combined with the calculation model of the temperature field of the longitudinal slab ballastless track on the bridge, the temperature field of the longitudinal slab ballastless track on the bridge is calculated during the service period, and the time during the service period - the longitudinal slab track on the bridge is obtained. Ballastless track temperature and temperature gradient load time history curve.

[0057] Optionally, the above step (1) specifically includes the following steps (11)-step (15):

[0058] Step (11), download the relevant meteorological data of a certain regional Meteorological Bureau from the Meteorological Bureau website, includ...

Embodiment 2

[0074] In order to facilitate those skilled in the art to fully understand the technical solutions of the present invention, this embodiment further describes the foregoing embodiment 1 in detail in combination with specific scenarios.

[0075] In this embodiment, the rolling stock adopts the CRH3 high-speed train widely used on high-speed railways in my country; the track slab is a standard CRTS II track slab widely used on high-speed railways, and its concrete label is C55, and the track slab is 2.55 meters wide and 0.2 meters thick The concrete of the base plate is high-performance concrete for high-speed railways, the concrete grade is C30, the width is 2.95 meters, and the thickness is 0.2 meters; the longitudinal main reinforcement of the ballastless track reinforcement is 6 HRB500 fine-rolled threaded steel bars with a diameter of 20mm in the track slab and the base There are 58 HRB500 threaded steel bars with a diameter of 16mm in the slab; the bridge is a 32m double-line...

Embodiment 3

[0113] Corresponding to the above-mentioned embodiments 1 and 2, this embodiment discloses a fatigue stress spectrum analysis system for longitudinally connected slab ballastless track on a bridge, including:

[0114] The first processing unit is used to calculate the temperature field of the longitudinally connected slab ballastless track on the bridge during the service period based on the meteorological data of the Meteorological Bureau, combined with the calculation model of the temperature field of the longitudinally connected slab ballastless track on the bridge, and obtain the time during the service period-the longitudinal bridge on the bridge The temperature and temperature gradient load time-history curve of the connected plate ballastless track;

[0115] The second processing unit is used to develop the high-speed train-longitudinal slab ballastless track-bridge three-dimensional finite element coupling dynamic model under the ANSYS general finite element software en...

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Abstract

The invention discloses a fatigue stress spectrum analysis method and system of a longitudinally connected ballastless track on a bridge for improving the simulation accuracy of the fatigue stress spectrum of the longitudinally connected ballastless track on the bridge during service and providing important support for the fatigue design of the longitudinally connected ballastless track on the bridge. The method comprises the following steps: independently establishing a longitudinally connected ballastless track-bridge temperature field calculation model, a high speed train-longitudinally connected ballastless track-bridge three-dimensional finite element coupling dynamics model and a longitudinally connected ballastless track-bridge-bridge abutment longitudinal interaction model; utilizing the models to research the stress time travel curve and the fatigue stress spectrum of the longitudinally connected ballastless track on the bridge during the service under the composite actions of loads including a train vertical load, a train longitudinal load, a ballastless track concrete temperature load, a ballastless track concrete temperature gradient load, a ballastless track concrete contraction load, a ballastless track prestress load and the like. The mechanical model of the invention is finer, and a load model is more perfect.

Description

technical field [0001] The invention relates to the technical field of railway engineering application calculation and design, in particular to a fatigue stress spectrum analysis method and system for longitudinally connected slab ballastless tracks on bridges. Background technique [0002] Longitudinal slab-type ballastless track on the bridge is a main type of ballastless track structure on high-speed railway bridges in my country, and has been applied on many passenger dedicated lines including the Beijing-Shanghai high-speed railway. Compared with ballastless track on other types of bridges, the longitudinal slab ballastless track on the bridge has many advantages: by setting false joints in the track slab, the position where cracks appear in the ballastless track can be effectively controlled; Grinding the slab can reduce the fine adjustment of the line and effectively improve the smoothness of the high-speed railway line; by setting a sliding layer between the ballastl...

Claims

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Application Information

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IPC IPC(8): G06F17/50
CPCG06F30/23
Inventor 徐庆元李奕金张泽娄平宋旭明周小林陈伟张向民
Owner 浙江澎湃轨道科技有限公司
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