Evidence map›Paper›PMID 34072278›Full record

ArticleSensors (Basel, Switzerland)2021

Design and Calibration of a Hall Effect System for Measurement of Six-Degree-of-Freedom Motion within a Stacked Column.

Olafur Oddbjornsson, Panos Kloukinas, Tansu Gokce, Kate Bourne, Tony Horseman, Luiza Dihoru, Matt Dietz, Rory E White, Adam J Crewe, Colin A Taylor

Abstract read
In one paragraph

Article in Sensors (Basel, Switzerland), 2021. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 2 papers.

0numbers the graph read from it
0cells of the map it votes in
2citing papers in PubMed
–field-weighted citation impact
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

2 citing papers in PubMed.

  1. Article
  2. Article
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

10 authors.

Olafur OddbjornssonEFLA Consulting Engineers, Lynghals 4, 110 Reykjavik, Iceland.
Panos KloukinasDepartment of Civil Engineering, School of Engineering, University of Greenwich, Central Avenue, Chatham Maritime, Kent ME4 4TB, UK.ORCID 0000-0002-5158-3109
Tansu GokceEarthquake and Geotechnical Engineering Group, Faculty of Engineering, University of Bristol, University Walk, Bristol BS8 1TR, UK.ORCID 0000-0003-1354-3963
Kate BourneEarthquake and Geotechnical Engineering Group, Faculty of Engineering, University of Bristol, University Walk, Bristol BS8 1TR, UK.
Tony HorsemanEarthquake and Geotechnical Engineering Group, Faculty of Engineering, University of Bristol, University Walk, Bristol BS8 1TR, UK.
Luiza DihoruEarthquake and Geotechnical Engineering Group, Faculty of Engineering, University of Bristol, University Walk, Bristol BS8 1TR, UK.
Matt DietzEarthquake and Geotechnical Engineering Group, Faculty of Engineering, University of Bristol, University Walk, Bristol BS8 1TR, UK.ORCID 0000-0002-1914-1060
Rory E WhiteEarthquake and Geotechnical Engineering Group, Faculty of Engineering, University of Bristol, University Walk, Bristol BS8 1TR, UK.ORCID 0000-0002-5641-6350
Adam J CreweEarthquake and Geotechnical Engineering Group, Faculty of Engineering, University of Bristol, University Walk, Bristol BS8 1TR, UK.ORCID 0000-0002-0661-6346
Colin A TaylorEarthquake and Geotechnical Engineering Group, Faculty of Engineering, University of Bristol, University Walk, Bristol BS8 1TR, UK.

Funding

EDF 4840522977
6 · The paper itself

Abstract

This paper presents the design, development and evaluation of a unique non-contact instrumentation system that can accurately measure the interface displacement between two rigid components in six degrees of freedom. The system was developed to allow measurement of the relative displacements between interfaces within a stacked column of brick-like components, with an accuracy of 0.05 mm and 0.1 degrees. The columns comprised up to 14 components, with each component being a scale model of a graphite brick within an Advanced Gas-cooled Reactor core. A set of 585 of these columns makes up the Multi Layer Array, which was designed to investigate the response of the reactor core to seismic inputs, with excitation levels up to 1 g from 0 to 100 Hz. The nature of the application required a compact and robust design capable of accurately recording fully coupled motion in all six degrees of freedom during dynamic testing. The novel design implemented 12 Hall effect sensors with a calibration procedure based on system identification techniques. The measurement uncertainty was ±0.050 mm for displacement and ±0.052 degrees for rotation, and the system can tolerate loss of data from two sensors with the uncertainly increasing to only 0.061 mm in translation and 0.088 degrees in rotation. The system has been deployed in a research programme that has enabled EDF to present seismic safety cases to the Office for Nuclear Regulation, resulting in life extension approvals for several reactors. The measurement system developed could be readily applied to other situations where the imposed level of stress at the interface causes negligible material strain, and accurate non-contact six-degree-of-freedom interface measurement is required.

Indexed as

6DoFdisplacement measurementHall effect sensorsnonlinear calibrationseismic testingstacked column

Identifiers

PMID34072278
PMCPMC8198809

What OpenQuestion holds

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LicenceCC BY
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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.