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Application of CCG Sensors to a High-Temperature Structure Subjected to Thermo-Mechanical Load

This paper presents a simple methodology to perform a high temperature coupled thermo-mechanical test using ultra-high temperature ceramic material specimens (UHTCs), which are equipped with chemical composition gratings sensors (CCGs). The methodology also considers the presence of coupled loading...

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Detalles Bibliográficos
Autores principales: Xie, Weihua, Meng, Songhe, Jin, Hua, Du, Chong, Wang, Libin, Peng, Tao, Scarpa, Fabrizio, Xu, Chenghai
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2016
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5087474/
https://www.ncbi.nlm.nih.gov/pubmed/27754356
http://dx.doi.org/10.3390/s16101686
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author Xie, Weihua
Meng, Songhe
Jin, Hua
Du, Chong
Wang, Libin
Peng, Tao
Scarpa, Fabrizio
Xu, Chenghai
author_facet Xie, Weihua
Meng, Songhe
Jin, Hua
Du, Chong
Wang, Libin
Peng, Tao
Scarpa, Fabrizio
Xu, Chenghai
author_sort Xie, Weihua
collection PubMed
description This paper presents a simple methodology to perform a high temperature coupled thermo-mechanical test using ultra-high temperature ceramic material specimens (UHTCs), which are equipped with chemical composition gratings sensors (CCGs). The methodology also considers the presence of coupled loading within the response provided by the CCG sensors. The theoretical strain of the UHTCs specimens calculated with this technique shows a maximum relative error of 2.15% between the analytical and experimental data. To further verify the validity of the results from the tests, a Finite Element (FE) model has been developed to simulate the temperature, stress and strain fields within the UHTC structure equipped with the CCG. The results show that the compressive stress exceeds the material strength at the bonding area, and this originates a failure by fracture of the supporting structure in the hot environment. The results related to the strain fields show that the relative error with the experimental data decrease with an increase of temperature. The relative error is less than 15% when the temperature is higher than 200 °C, and only 6.71% at 695 °C.
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spelling pubmed-50874742016-11-07 Application of CCG Sensors to a High-Temperature Structure Subjected to Thermo-Mechanical Load Xie, Weihua Meng, Songhe Jin, Hua Du, Chong Wang, Libin Peng, Tao Scarpa, Fabrizio Xu, Chenghai Sensors (Basel) Article This paper presents a simple methodology to perform a high temperature coupled thermo-mechanical test using ultra-high temperature ceramic material specimens (UHTCs), which are equipped with chemical composition gratings sensors (CCGs). The methodology also considers the presence of coupled loading within the response provided by the CCG sensors. The theoretical strain of the UHTCs specimens calculated with this technique shows a maximum relative error of 2.15% between the analytical and experimental data. To further verify the validity of the results from the tests, a Finite Element (FE) model has been developed to simulate the temperature, stress and strain fields within the UHTC structure equipped with the CCG. The results show that the compressive stress exceeds the material strength at the bonding area, and this originates a failure by fracture of the supporting structure in the hot environment. The results related to the strain fields show that the relative error with the experimental data decrease with an increase of temperature. The relative error is less than 15% when the temperature is higher than 200 °C, and only 6.71% at 695 °C. MDPI 2016-10-13 /pmc/articles/PMC5087474/ /pubmed/27754356 http://dx.doi.org/10.3390/s16101686 Text en © 2016 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
Xie, Weihua
Meng, Songhe
Jin, Hua
Du, Chong
Wang, Libin
Peng, Tao
Scarpa, Fabrizio
Xu, Chenghai
Application of CCG Sensors to a High-Temperature Structure Subjected to Thermo-Mechanical Load
title Application of CCG Sensors to a High-Temperature Structure Subjected to Thermo-Mechanical Load
title_full Application of CCG Sensors to a High-Temperature Structure Subjected to Thermo-Mechanical Load
title_fullStr Application of CCG Sensors to a High-Temperature Structure Subjected to Thermo-Mechanical Load
title_full_unstemmed Application of CCG Sensors to a High-Temperature Structure Subjected to Thermo-Mechanical Load
title_short Application of CCG Sensors to a High-Temperature Structure Subjected to Thermo-Mechanical Load
title_sort application of ccg sensors to a high-temperature structure subjected to thermo-mechanical load
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5087474/
https://www.ncbi.nlm.nih.gov/pubmed/27754356
http://dx.doi.org/10.3390/s16101686
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