Understanding Structural Changes in Recycled Aggregate Concrete under Thermal Stress

<b>Objective:</b> This study investigates the influence of high-temperature treatment on the deformation properties and structural deformation of recycled aggregate concrete (RAC) in response to potential fire hazards in the construction industry. <b>Methods:</b> Standard-cur...

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Main Authors: Shuwen Cao, Xubin Cheng, Hui Ran
Format: Article
Language:English
Published: MDPI AG 2024-08-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/14/9/2689
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author Shuwen Cao
Xubin Cheng
Hui Ran
author_facet Shuwen Cao
Xubin Cheng
Hui Ran
author_sort Shuwen Cao
collection DOAJ
description <b>Objective:</b> This study investigates the influence of high-temperature treatment on the deformation properties and structural deformation of recycled aggregate concrete (RAC) in response to potential fire hazards in the construction industry. <b>Methods:</b> Standard-cured 28-day RAC specimens were subjected to microwave heating at 300 °C and 600 °C, with subsequent uniaxial compression tests utilizing a WDW-2000 machine and a VIC 3D strain measurement system to analyze strain data through digital image correlation (DIC) technology. <b>Results:</b> After treatment at 300 °C, recycled aggregate concrete (RAC) demonstrated superior mechanical properties to fresh concrete aggregates. This enhancement may be attributed to the more robust siloxane bonds (Si-O-Si) in the recycled materials. Conversely, exposure to 600 °C intensified internal structural damage, notably lowering the material’s elastic modulus and peak stress. DIC analysis highlighted the correlation among temperature, volumetric strain, and crack development patterns, with more extensive cracking at 600 °C. <b>Conclusions:</b> Moderate-temperature treatment enhances RAC’s structure and deformation properties, while high-temperature treatment diminishes its performance. These findings provide valuable insights for assessing building safety post-fire and the application of RAC, emphasizing its suitability at moderate temperatures and risks at high temperatures.
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spelling doaj-art-a3c52e63fd4b4c9fbd11120ece2006d62025-08-20T01:56:11ZengMDPI AGBuildings2075-53092024-08-01149268910.3390/buildings14092689Understanding Structural Changes in Recycled Aggregate Concrete under Thermal StressShuwen Cao0Xubin Cheng1Hui Ran2School of Science, Xi’an University of Architecture and Technology, No. 13, Yanta Road, Xi’an 710055, ChinaSchool of Science, Xi’an University of Architecture and Technology, No. 13, Yanta Road, Xi’an 710055, ChinaNo.5 Oil Production Plant of Changqing Oilfield Branch of PetroChina, Xi’an 710018, China<b>Objective:</b> This study investigates the influence of high-temperature treatment on the deformation properties and structural deformation of recycled aggregate concrete (RAC) in response to potential fire hazards in the construction industry. <b>Methods:</b> Standard-cured 28-day RAC specimens were subjected to microwave heating at 300 °C and 600 °C, with subsequent uniaxial compression tests utilizing a WDW-2000 machine and a VIC 3D strain measurement system to analyze strain data through digital image correlation (DIC) technology. <b>Results:</b> After treatment at 300 °C, recycled aggregate concrete (RAC) demonstrated superior mechanical properties to fresh concrete aggregates. This enhancement may be attributed to the more robust siloxane bonds (Si-O-Si) in the recycled materials. Conversely, exposure to 600 °C intensified internal structural damage, notably lowering the material’s elastic modulus and peak stress. DIC analysis highlighted the correlation among temperature, volumetric strain, and crack development patterns, with more extensive cracking at 600 °C. <b>Conclusions:</b> Moderate-temperature treatment enhances RAC’s structure and deformation properties, while high-temperature treatment diminishes its performance. These findings provide valuable insights for assessing building safety post-fire and the application of RAC, emphasizing its suitability at moderate temperatures and risks at high temperatures.https://www.mdpi.com/2075-5309/14/9/2689recycled aggregate concretehigh-temperature treatmentdeformation propertiesstructural deformationdigital image correlationfire resistance
spellingShingle Shuwen Cao
Xubin Cheng
Hui Ran
Understanding Structural Changes in Recycled Aggregate Concrete under Thermal Stress
Buildings
recycled aggregate concrete
high-temperature treatment
deformation properties
structural deformation
digital image correlation
fire resistance
title Understanding Structural Changes in Recycled Aggregate Concrete under Thermal Stress
title_full Understanding Structural Changes in Recycled Aggregate Concrete under Thermal Stress
title_fullStr Understanding Structural Changes in Recycled Aggregate Concrete under Thermal Stress
title_full_unstemmed Understanding Structural Changes in Recycled Aggregate Concrete under Thermal Stress
title_short Understanding Structural Changes in Recycled Aggregate Concrete under Thermal Stress
title_sort understanding structural changes in recycled aggregate concrete under thermal stress
topic recycled aggregate concrete
high-temperature treatment
deformation properties
structural deformation
digital image correlation
fire resistance
url https://www.mdpi.com/2075-5309/14/9/2689
work_keys_str_mv AT shuwencao understandingstructuralchangesinrecycledaggregateconcreteunderthermalstress
AT xubincheng understandingstructuralchangesinrecycledaggregateconcreteunderthermalstress
AT huiran understandingstructuralchangesinrecycledaggregateconcreteunderthermalstress