Experimental Research on Fracture Behavior of Concrete after High Temperature

High-strength concrete has been widely used in various complex buildings. The fracture and mechanical properties of high-strength concrete after fire have great research value. Based on the double K fracture model, the fracture properties of C50 and C70 strength grade concrete after being processed...

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Main Author: Peng Qiu
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2019-08-01
Series:Fracture and Structural Integrity
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Online Access:https://www.fracturae.com/index.php/fis/article/view/2467
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author Peng Qiu
author_facet Peng Qiu
author_sort Peng Qiu
collection DOAJ
description High-strength concrete has been widely used in various complex buildings. The fracture and mechanical properties of high-strength concrete after fire have great research value. Based on the double K fracture model, the fracture properties of C50 and C70 strength grade concrete after being processed by high temperature of 25 °C ~800 °C were studied by three-point bending beam test. The changes of fracture toughness Kic and fracture energy at different temperatures after being processed by high temperature were analyzed. The results showed that the initial crack toughness and instability toughness of the two kinds of concrete decreased with the increase of temperature; when the strength grade of concrete was C50, the fracture energy first increased and then decreased with the development of temperature; when the strength grade of concrete was C70, the fracture energy first decreased rapidly and then decreased slowly with the development of temperature.
format Article
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institution Kabale University
issn 1971-8993
language English
publishDate 2019-08-01
publisher Gruppo Italiano Frattura
record_format Article
series Fracture and Structural Integrity
spelling doaj-art-c2077fb5f5714df68303e3fdb48e4f702024-12-02T05:48:17ZengGruppo Italiano FratturaFracture and Structural Integrity1971-89932019-08-011350Experimental Research on Fracture Behavior of Concrete after High TemperaturePeng Qiu0Jiangsu City Vocational College Nantong Campus, ChinaHigh-strength concrete has been widely used in various complex buildings. The fracture and mechanical properties of high-strength concrete after fire have great research value. Based on the double K fracture model, the fracture properties of C50 and C70 strength grade concrete after being processed by high temperature of 25 °C ~800 °C were studied by three-point bending beam test. The changes of fracture toughness Kic and fracture energy at different temperatures after being processed by high temperature were analyzed. The results showed that the initial crack toughness and instability toughness of the two kinds of concrete decreased with the increase of temperature; when the strength grade of concrete was C50, the fracture energy first increased and then decreased with the development of temperature; when the strength grade of concrete was C70, the fracture energy first decreased rapidly and then decreased slowly with the development of temperature.https://www.fracturae.com/index.php/fis/article/view/2467High temperatureConcreteFracture toughnessFracture energy
spellingShingle Peng Qiu
Experimental Research on Fracture Behavior of Concrete after High Temperature
Fracture and Structural Integrity
High temperature
Concrete
Fracture toughness
Fracture energy
title Experimental Research on Fracture Behavior of Concrete after High Temperature
title_full Experimental Research on Fracture Behavior of Concrete after High Temperature
title_fullStr Experimental Research on Fracture Behavior of Concrete after High Temperature
title_full_unstemmed Experimental Research on Fracture Behavior of Concrete after High Temperature
title_short Experimental Research on Fracture Behavior of Concrete after High Temperature
title_sort experimental research on fracture behavior of concrete after high temperature
topic High temperature
Concrete
Fracture toughness
Fracture energy
url https://www.fracturae.com/index.php/fis/article/view/2467
work_keys_str_mv AT pengqiu experimentalresearchonfracturebehaviorofconcreteafterhightemperature