Spalling Resistance of Fiber-Reinforced Ultra-High-Strength Concrete Subjected to the ISO-834 Standard Fire Curve: Effects of Thermal Strain and Water Vapor Pressure

The prevention and mitigation of spalling in high-strength concrete (HSC) rely on mixing polypropylene (PP) as an additive reinforcement. The dense internal structures of ultra-high-strength concrete (UHSC) result in risks associated with a high thermal stress and high water vapor pressure. Herein,...

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Main Authors: Taegyu Lee, Gyuyong Kim, Gyeongcheol Choe, Euichul Hwang, Jaesung Lee, Dongwoo Ryu, Jeongsoo Nam
Format: Article
Language:English
Published: MDPI AG 2020-08-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/13/17/3792
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author Taegyu Lee
Gyuyong Kim
Gyeongcheol Choe
Euichul Hwang
Jaesung Lee
Dongwoo Ryu
Jeongsoo Nam
author_facet Taegyu Lee
Gyuyong Kim
Gyeongcheol Choe
Euichul Hwang
Jaesung Lee
Dongwoo Ryu
Jeongsoo Nam
author_sort Taegyu Lee
collection DOAJ
description The prevention and mitigation of spalling in high-strength concrete (HSC) rely on mixing polypropylene (PP) as an additive reinforcement. The dense internal structures of ultra-high-strength concrete (UHSC) result in risks associated with a high thermal stress and high water vapor pressure. Herein, the effects of pore formation and thermal strain on spalling are examined by subjecting fiber-laden UHSC to conditions similar to those under which the ISO-834 standard fire curve was obtained. Evaluation of the initial melting properties of the fibers based on thermogravimetric analysis (TGA) and differential thermal analysis (DTA) demon strated that although nylon fibers exhibit a higher melting point than polypropylene and polyethylene fibers, weight loss occurs below 200 °C. Nylon fibers were effective at reducing spalling in UHSC compared to polypropylene and polyethylene fibers as they rapidly melt, leading to pore formation. We anticipate that these results will serve as references for future studies on the prevention of spalling in fiber-reinforced UHSC.
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spelling doaj.art-de15d46b7fb044af8f29c5c3ea57806d2023-11-20T11:39:35ZengMDPI AGMaterials1996-19442020-08-011317379210.3390/ma13173792Spalling Resistance of Fiber-Reinforced Ultra-High-Strength Concrete Subjected to the ISO-834 Standard Fire Curve: Effects of Thermal Strain and Water Vapor PressureTaegyu Lee0Gyuyong Kim1Gyeongcheol Choe2Euichul Hwang3Jaesung Lee4Dongwoo Ryu5Jeongsoo Nam6Department of Fire and Disaster Prevention, Semyung University, 65 Semyung-ro, Jecheon-si, Choongbuk 27136, KoreaDepartment of Architectural Engineering, Chungnam National University, Daejeon 34134, KoreaDepartment of Architectural Engineering, Chungnam National University, Daejeon 34134, KoreaDepartment of Architectural Engineering, Chungnam National University, Daejeon 34134, KoreaDepartment of Architectural Engineering, Hannam University, 70 Hannamro, Daeduk-Gu, Daejeon 306-791, KoreaDepartment of Architecture Engineering, Daejin University, Gyeonggi-do 11159, KoreaDepartment of Architectural Engineering, Chungnam National University, Daejeon 34134, KoreaThe prevention and mitigation of spalling in high-strength concrete (HSC) rely on mixing polypropylene (PP) as an additive reinforcement. The dense internal structures of ultra-high-strength concrete (UHSC) result in risks associated with a high thermal stress and high water vapor pressure. Herein, the effects of pore formation and thermal strain on spalling are examined by subjecting fiber-laden UHSC to conditions similar to those under which the ISO-834 standard fire curve was obtained. Evaluation of the initial melting properties of the fibers based on thermogravimetric analysis (TGA) and differential thermal analysis (DTA) demon strated that although nylon fibers exhibit a higher melting point than polypropylene and polyethylene fibers, weight loss occurs below 200 °C. Nylon fibers were effective at reducing spalling in UHSC compared to polypropylene and polyethylene fibers as they rapidly melt, leading to pore formation. We anticipate that these results will serve as references for future studies on the prevention of spalling in fiber-reinforced UHSC.https://www.mdpi.com/1996-1944/13/17/3792ultra-high-strength concretethermal stresswater vapor pressureISO-834 standard fire curvepore formationfiber melting
spellingShingle Taegyu Lee
Gyuyong Kim
Gyeongcheol Choe
Euichul Hwang
Jaesung Lee
Dongwoo Ryu
Jeongsoo Nam
Spalling Resistance of Fiber-Reinforced Ultra-High-Strength Concrete Subjected to the ISO-834 Standard Fire Curve: Effects of Thermal Strain and Water Vapor Pressure
Materials
ultra-high-strength concrete
thermal stress
water vapor pressure
ISO-834 standard fire curve
pore formation
fiber melting
title Spalling Resistance of Fiber-Reinforced Ultra-High-Strength Concrete Subjected to the ISO-834 Standard Fire Curve: Effects of Thermal Strain and Water Vapor Pressure
title_full Spalling Resistance of Fiber-Reinforced Ultra-High-Strength Concrete Subjected to the ISO-834 Standard Fire Curve: Effects of Thermal Strain and Water Vapor Pressure
title_fullStr Spalling Resistance of Fiber-Reinforced Ultra-High-Strength Concrete Subjected to the ISO-834 Standard Fire Curve: Effects of Thermal Strain and Water Vapor Pressure
title_full_unstemmed Spalling Resistance of Fiber-Reinforced Ultra-High-Strength Concrete Subjected to the ISO-834 Standard Fire Curve: Effects of Thermal Strain and Water Vapor Pressure
title_short Spalling Resistance of Fiber-Reinforced Ultra-High-Strength Concrete Subjected to the ISO-834 Standard Fire Curve: Effects of Thermal Strain and Water Vapor Pressure
title_sort spalling resistance of fiber reinforced ultra high strength concrete subjected to the iso 834 standard fire curve effects of thermal strain and water vapor pressure
topic ultra-high-strength concrete
thermal stress
water vapor pressure
ISO-834 standard fire curve
pore formation
fiber melting
url https://www.mdpi.com/1996-1944/13/17/3792
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