Evidence map›Paper›PMID 37571580›Full record

ArticleSensors (Basel, Switzerland)2023

Modelling and Analysis of Expansion Joints' Effect on Dynamic Performance of Railway Rigid Overhead System.

Xiaohe Feng, Zeyao Hu, Shibin Gao, Fuchuan Duan, Wenping Chu, Yang Song

Open access · goldAbstract read
In one paragraph

Article in Sensors (Basel, Switzerland), 2023. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

0numbers the graph read from it
0cells of the map it votes in
0citing papers in PubMed
0.8field-weighted citation impact, top 33% of its field
1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.

Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

0 citing papers in PubMed, 6 citations in OpenAlex.

No citing paper in PubMed yet.

4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

6 authors at 2 institutions in 1 country.

Xiaohe FengNational Rail Transit Electrification and Automation Engineering Technique Research Centre, Southwest Jiaotong University, Chengdu 610031, China.
Zeyao HuNational Rail Transit Electrification and Automation Engineering Technique Research Centre, Southwest Jiaotong University, Chengdu 610031, China.
Shibin GaoNational Rail Transit Electrification and Automation Engineering Technique Research Centre, Southwest Jiaotong University, Chengdu 610031, China.
Fuchuan DuanNational Rail Transit Electrification and Automation Engineering Technique Research Centre, Southwest Jiaotong University, Chengdu 610031, China.ORCID 0000-0003-1047-3736
Wenping ChuNational Rail Transit Electrification and Automation Engineering Technique Research Centre, Southwest Jiaotong University, Chengdu 610031, China.
Yang SongNational Rail Transit Electrification and Automation Engineering Technique Research Centre, Southwest Jiaotong University, Chengdu 610031, China.ORCID 0000-0002-7699-5855
Southwest Jiaotong University · CNChina Railway Construction Corporation (China) · CN

Funding

China Postdoctoral Science Foundation 2022M720108Funding of Chengdu Guojia Electrical Engineering Co. Ltd NEEC-2022-B18National Natural Science Foundation of China 52102478Open Project of the State Key Laboratory of Traction Power TPL2211
6 · The paper itself

Abstract

This study focuses on developing a comprehensive model of a rigid overhead system, which includes essential components such as the suspension structure, positioning clamp, and expansion joint. The modelling approach utilizes finite element theory and beam elements to accurately represent the displacement, stiffness, and mass characteristics of the system. The models also incorporate the suspension structure and positioning line clamp, which play crucial roles in suspending and positioning the busbar. Various suspension structures and positioning line clamps are evaluated based on their dynamic characteristics. The expansion joint, responsible for connecting different anchor sections of the rigid overhead system, undergoes a detailed analysis. Different assembly scenarios, including ideal and deflected assembly conditions, are considered. To simulate the dynamic behaviour of the expansion joint, additional beams are introduced into the system model. The primary finding of the analysis is that the maximum stresses observed in the constructed expansion joint model, under different temperature conditions and normal/deflected assembly conditions, remain within the permissible stress limits of the material. This indicates a high level of safety. However, certain areas exhibit stress concentration, particularly at the sliding block B and sliding rod A positions. This stress concentration is primarily attributed to the unique assembly form of the expansion joint. To improve stress distribution and enhance service reliability, the analysis suggests optimizing the installation deflection angle and geometric design of the expansion joint. Furthermore, the concentrated mass at the expansion joint significantly impacts the current collection quality of the pantograph-overhead system. Mitigating this negative impact can be achieved by reducing the mass of the expansion joint.

Indexed as

current collection qualityoptimisationoverhead systempantographrailway

Identifiers

PMID37571580
PMCPMC10422216
OpenAlexW4385421131

What OpenQuestion holds

Textmetadata
LicenceCC BY
Read underepoch 390

Registered trials

None linked

Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.