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Characterising Penetrometer Tip Contact during Concrete Condition Assessment

Concrete condition-assessing penetrometers need to be able to distinguish between making contact with a hard (concrete) surface as opposed to a semi-solid (corroded concrete) surface. We investigated whether different shaped tips of a cylindrical penetrometer were better than others at maintaining c...

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Detalles Bibliográficos
Autores principales: Hall, Richard, Stumpf, Alex, Baji, Avinash, Ross, Robert, Barnett, Dean
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8839936/
https://www.ncbi.nlm.nih.gov/pubmed/35161484
http://dx.doi.org/10.3390/s22030737
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author Hall, Richard
Stumpf, Alex
Baji, Avinash
Ross, Robert
Barnett, Dean
author_facet Hall, Richard
Stumpf, Alex
Baji, Avinash
Ross, Robert
Barnett, Dean
author_sort Hall, Richard
collection PubMed
description Concrete condition-assessing penetrometers need to be able to distinguish between making contact with a hard (concrete) surface as opposed to a semi-solid (corroded concrete) surface. We investigated whether different shaped tips of a cylindrical penetrometer were better than others at maintaining contact with concrete and not slipping. We designed a range of simple symmetric tip shapes, controlled by a single superellipse parameter. We performed a finite element analysis of these parametric models in SolidWorks before machining in stainless steel. We tested our penetrometer tips on a concrete paver cut to four angles at 20 [Formula: see text] increments. The results indicate that the squircle-shaped tip had the least slippage when used for concrete condition assessment.
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spelling pubmed-88399362022-02-13 Characterising Penetrometer Tip Contact during Concrete Condition Assessment Hall, Richard Stumpf, Alex Baji, Avinash Ross, Robert Barnett, Dean Sensors (Basel) Communication Concrete condition-assessing penetrometers need to be able to distinguish between making contact with a hard (concrete) surface as opposed to a semi-solid (corroded concrete) surface. We investigated whether different shaped tips of a cylindrical penetrometer were better than others at maintaining contact with concrete and not slipping. We designed a range of simple symmetric tip shapes, controlled by a single superellipse parameter. We performed a finite element analysis of these parametric models in SolidWorks before machining in stainless steel. We tested our penetrometer tips on a concrete paver cut to four angles at 20 [Formula: see text] increments. The results indicate that the squircle-shaped tip had the least slippage when used for concrete condition assessment. MDPI 2022-01-19 /pmc/articles/PMC8839936/ /pubmed/35161484 http://dx.doi.org/10.3390/s22030737 Text en © 2022 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Communication
Hall, Richard
Stumpf, Alex
Baji, Avinash
Ross, Robert
Barnett, Dean
Characterising Penetrometer Tip Contact during Concrete Condition Assessment
title Characterising Penetrometer Tip Contact during Concrete Condition Assessment
title_full Characterising Penetrometer Tip Contact during Concrete Condition Assessment
title_fullStr Characterising Penetrometer Tip Contact during Concrete Condition Assessment
title_full_unstemmed Characterising Penetrometer Tip Contact during Concrete Condition Assessment
title_short Characterising Penetrometer Tip Contact during Concrete Condition Assessment
title_sort characterising penetrometer tip contact during concrete condition assessment
topic Communication
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8839936/
https://www.ncbi.nlm.nih.gov/pubmed/35161484
http://dx.doi.org/10.3390/s22030737
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