Experimental investigation on the deterioration of the physical and mechanical properties of autoclaved aerated concrete at elevated temperatures

Autoclaved aerated concrete (AAC) has been extensively studied and applied in the past decades because of its excellent thermal insulation and acoustic performance, energy efficiency, and outstanding structural performance. To investigate the deterioration characteristics of AAC under high temperatu...

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Main Authors: Tang Lingxiao, Yao Huayan, Zhang Mingyuan, Gan Jiarui, Xie Mingyu, Xie Wansheng
Format: Article
Language:English
Published: De Gruyter 2024-03-01
Series:High Temperature Materials and Processes
Subjects:
Online Access:https://doi.org/10.1515/htmp-2022-0301
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author Tang Lingxiao
Yao Huayan
Zhang Mingyuan
Gan Jiarui
Xie Mingyu
Xie Wansheng
author_facet Tang Lingxiao
Yao Huayan
Zhang Mingyuan
Gan Jiarui
Xie Mingyu
Xie Wansheng
author_sort Tang Lingxiao
collection DOAJ
description Autoclaved aerated concrete (AAC) has been extensively studied and applied in the past decades because of its excellent thermal insulation and acoustic performance, energy efficiency, and outstanding structural performance. To investigate the deterioration characteristics of AAC under high temperatures, the physico-mechanical properties of AAC at different temperatures were tested by mass loss, wave velocity, and compressive tests, and the deterioration mechanism was discussed by X-ray diffraction (XRD), thermogravimetric analysis (TGA), and scanning electron microscopy (SEM) tests. The results showed that after exposure to elevated temperatures, the parameters of apparent form, mass loss, wave velocity, and compressive strength underwent remarkable conversions. It was observed that the ultrasonic behavior of AAC was affected at high temperatures as it increased at 100°C and decreased beyond 100°C. In addition, the compressive strength exhibited a two-stage transformation, slightly increased from ambient temperature to 300°C, and exhibited a rapid reduction beyond 300°C. At 900°C, the specimen lost its strength. By XRD, TGA, and SEM, it was confirmed that a series of physicochemical changes in AAC, such as the water escape and evaporation, decomposition of calcium silicate hydrate and calcium carbonate, and structural damage, were the primary reasons for the deterioration of the physical and mechanical properties at elevated temperatures.
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spelling doaj.art-6dd0d6060c2c460283864b47221fbfe32024-04-02T09:20:07ZengDe GruyterHigh Temperature Materials and Processes2191-03242024-03-01431pp. 32132910.1515/htmp-2022-0301Experimental investigation on the deterioration of the physical and mechanical properties of autoclaved aerated concrete at elevated temperaturesTang Lingxiao0Yao Huayan1Zhang Mingyuan2Gan Jiarui3Xie Mingyu4Xie Wansheng5School of Civil Engineering, Hefei University of Technology, Hefei230009, ChinaSchool of Civil Engineering, Hefei University of Technology, Hefei230009, ChinaSchool of Civil Engineering, Hefei University of Technology, Hefei230009, ChinaSchool of Civil Engineering, Hefei University of Technology, Hefei230009, ChinaSchool of Civil Engineering, Hefei University of Technology, Hefei230009, ChinaSchool of Civil Engineering, Hefei University of Technology, Hefei230009, ChinaAutoclaved aerated concrete (AAC) has been extensively studied and applied in the past decades because of its excellent thermal insulation and acoustic performance, energy efficiency, and outstanding structural performance. To investigate the deterioration characteristics of AAC under high temperatures, the physico-mechanical properties of AAC at different temperatures were tested by mass loss, wave velocity, and compressive tests, and the deterioration mechanism was discussed by X-ray diffraction (XRD), thermogravimetric analysis (TGA), and scanning electron microscopy (SEM) tests. The results showed that after exposure to elevated temperatures, the parameters of apparent form, mass loss, wave velocity, and compressive strength underwent remarkable conversions. It was observed that the ultrasonic behavior of AAC was affected at high temperatures as it increased at 100°C and decreased beyond 100°C. In addition, the compressive strength exhibited a two-stage transformation, slightly increased from ambient temperature to 300°C, and exhibited a rapid reduction beyond 300°C. At 900°C, the specimen lost its strength. By XRD, TGA, and SEM, it was confirmed that a series of physicochemical changes in AAC, such as the water escape and evaporation, decomposition of calcium silicate hydrate and calcium carbonate, and structural damage, were the primary reasons for the deterioration of the physical and mechanical properties at elevated temperatures.https://doi.org/10.1515/htmp-2022-0301autoclaved aerated concretetemperaturecompressive strengthmicrostructuredeterioration mechanism
spellingShingle Tang Lingxiao
Yao Huayan
Zhang Mingyuan
Gan Jiarui
Xie Mingyu
Xie Wansheng
Experimental investigation on the deterioration of the physical and mechanical properties of autoclaved aerated concrete at elevated temperatures
High Temperature Materials and Processes
autoclaved aerated concrete
temperature
compressive strength
microstructure
deterioration mechanism
title Experimental investigation on the deterioration of the physical and mechanical properties of autoclaved aerated concrete at elevated temperatures
title_full Experimental investigation on the deterioration of the physical and mechanical properties of autoclaved aerated concrete at elevated temperatures
title_fullStr Experimental investigation on the deterioration of the physical and mechanical properties of autoclaved aerated concrete at elevated temperatures
title_full_unstemmed Experimental investigation on the deterioration of the physical and mechanical properties of autoclaved aerated concrete at elevated temperatures
title_short Experimental investigation on the deterioration of the physical and mechanical properties of autoclaved aerated concrete at elevated temperatures
title_sort experimental investigation on the deterioration of the physical and mechanical properties of autoclaved aerated concrete at elevated temperatures
topic autoclaved aerated concrete
temperature
compressive strength
microstructure
deterioration mechanism
url https://doi.org/10.1515/htmp-2022-0301
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