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Non-Destructive Assessment of Masonry Pillars using Ultrasonic Tomography

In this paper, a condition assessment of masonry pillars is presented. Non-destructive tests were performed on an intact pillar as well as three pillars with internal inclusions in the form of a hole, a steel bar grouted by gypsum mortar, and a steel bar grouted by cement mortar. The inspection util...

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Detalles Bibliográficos
Autores principales: Zielińska, Monika, Rucka, Magdalena
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2018
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6316938/
https://www.ncbi.nlm.nih.gov/pubmed/30551663
http://dx.doi.org/10.3390/ma11122543
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author Zielińska, Monika
Rucka, Magdalena
author_facet Zielińska, Monika
Rucka, Magdalena
author_sort Zielińska, Monika
collection PubMed
description In this paper, a condition assessment of masonry pillars is presented. Non-destructive tests were performed on an intact pillar as well as three pillars with internal inclusions in the form of a hole, a steel bar grouted by gypsum mortar, and a steel bar grouted by cement mortar. The inspection utilized ultrasonic stress waves and the reconstruction of the velocity distribution was performed by means of computed tomography. The results showed the possibilities of tomographic imaging in characterizing the internal structure of pillars. Particular attention was paid to the assessment of the adhesive connection between a steel reinforcing bar, embedded inside pillars, and the surrounding pillar body.
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spelling pubmed-63169382019-01-08 Non-Destructive Assessment of Masonry Pillars using Ultrasonic Tomography Zielińska, Monika Rucka, Magdalena Materials (Basel) Article In this paper, a condition assessment of masonry pillars is presented. Non-destructive tests were performed on an intact pillar as well as three pillars with internal inclusions in the form of a hole, a steel bar grouted by gypsum mortar, and a steel bar grouted by cement mortar. The inspection utilized ultrasonic stress waves and the reconstruction of the velocity distribution was performed by means of computed tomography. The results showed the possibilities of tomographic imaging in characterizing the internal structure of pillars. Particular attention was paid to the assessment of the adhesive connection between a steel reinforcing bar, embedded inside pillars, and the surrounding pillar body. MDPI 2018-12-13 /pmc/articles/PMC6316938/ /pubmed/30551663 http://dx.doi.org/10.3390/ma11122543 Text en © 2018 by the authors. 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 (http://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Zielińska, Monika
Rucka, Magdalena
Non-Destructive Assessment of Masonry Pillars using Ultrasonic Tomography
title Non-Destructive Assessment of Masonry Pillars using Ultrasonic Tomography
title_full Non-Destructive Assessment of Masonry Pillars using Ultrasonic Tomography
title_fullStr Non-Destructive Assessment of Masonry Pillars using Ultrasonic Tomography
title_full_unstemmed Non-Destructive Assessment of Masonry Pillars using Ultrasonic Tomography
title_short Non-Destructive Assessment of Masonry Pillars using Ultrasonic Tomography
title_sort non-destructive assessment of masonry pillars using ultrasonic tomography
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6316938/
https://www.ncbi.nlm.nih.gov/pubmed/30551663
http://dx.doi.org/10.3390/ma11122543
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