Railway T-beam disease influence assessment method and system, terminal equipment and readable storage medium

A disease and railway technology, applied in the field of terminal equipment and readable storage media, systems, and railway T-beam disease impact assessment methods

Active Publication Date: 2021-02-26
EAST CHINA JIAOTONG UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0011] The purpose of the present invention is to address the existing situation of lacking the influence of train derailment information under the state of bridge disease. The present invention provides a railway T-beam disease impact assessment method, system, terminal equipment and readable storage medium. The method will bridge disease The state is introduced into the constructed spatial vibration analysis model of the train-track-bridge system and simulated to obtain σ p -V relation and σ c -V relationship, while based on σ p -V relation and σ c The relationship between -V and whether the lateral vibration of the system is stable can be known from the stochastic analysis theory of train derailment energy. As long as the lateral vibration of the freigh

Method used

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  • Railway T-beam disease influence assessment method and system, terminal equipment and readable storage medium
  • Railway T-beam disease influence assessment method and system, terminal equipment and readable storage medium
  • Railway T-beam disease influence assessment method and system, terminal equipment and readable storage medium

Examples

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Embodiment 1

[0192] Example 1: Taking diaphragm damage as an example

[0193] When the diaphragm is damaged, the lateral stiffness of the beam body decreases, especially the lateral support of the diaphragm decreases, but the damage does not affect the quality of the diaphragm. For this reason, the cross-sectional properties of the diaphragm are kept constant, and the decrease in stiffness of the diaphragm caused by damage is simulated by reducing the elastic modulus of the diaphragm in the model.

[0194] The specific conditions are: the girder span structure is a prestressed concrete double T girder bridge with a span of 32m on the Daqin Line, and the girder type is special bridge 2059. In order to reflect the impact of multi-span bridge defects on train running safety and stability, a 7-span 32m single-track double T-girder bridge is taken as an example, a straight-line bridge, and it is assumed that two diaphragms in the middle of the span are damaged; the track structure is composed o...

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Abstract

The invention discloses a railway T-beam disease influence assessment method and system and a readable storage medium, and the method comprises the following steps: S1, constructing a spatial vibration analysis model of a train-track-bridge system, and introducing a bridge disease state into the spatial vibration analysis model; S2, performing simulation based on the spatial vibration analysis model into which the disease state is introduced to obtain a [sigma]p-V relationship and a [sigma]c-V relationship; and S3, based on the [sigma]p-V relation, the [sigma]c-V relation and a system transverse vibration stability discrimination criterion, whether system transverse vibration is stable or not is recognized, and if the system transverse vibration is stable, the train runs safely, and derailment does not occur. Meanwhile, the transverse vibration instability critical vehicle speed Vcr and the allowable limit vehicle speed VL are obtained based on the formula that [delta]sigma c = [delta]sigma p, by means of the method, whether the diseases can influence the driving safety or even cause derailment or not can be effectively analyzed, and the derailment-resistant safety degree of the train can be further obtained.

Description

technical field [0001] The invention belongs to the technical field of train safety control, and in particular relates to a railway T-beam disease impact assessment method, system, terminal equipment and readable storage medium. Background technique [0002] Bridges are an important infrastructure for heavy-haul railways, and the double-piece simply supported prestressed concrete T-girder bridge is a common bridge type for heavy-haul railways. As the axle load of freight trains increases, the number of marshalling vehicles increases, the speed of trains increases, the density of trains increases, and they are affected by complex environments such as temperature and rain, the number of existing bridge diseases increases significantly, and the speed of deterioration accelerates. Concrete girders on many railway trunk lines in my country have problems such as concrete beam cracking, increased deflection, and intensified lateral vibration. In the state of disease, the lateral am...

Claims

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Application Information

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IPC IPC(8): G06F30/13G06F30/20G06F119/14
CPCG06F30/20G06F30/13G06F2119/14Y02T90/00
Inventor 龚凯刘林芽罗文俊余翠英
Owner EAST CHINA JIAOTONG UNIVERSITY
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