Studying Water to Cement Ratio and Steel Fiber Volume Fraction Effects on the Self-Compacting Steel Fiber-reinforced Concrete Fracture Parameters

In this research, efforts were made to study the effects of water to cement ratio (W/C) and steel fiber volume fraction (V_f (%)) on the fracture parameters of self-compacting steel fiber-reinforced concrete using both Work Fracture and Size Effect Methods. In an experimental program, a variety of w...

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Autores principales:	mohammad ghasemi, mohammad reza ghasemi, Seyed Roohollah Mousavi
Formato:	article
Lenguaje:	FA
Publicado:	Iranian Society of Structrual Engineering (ISSE) 2021
Materias:	fiber reinforced concrete fracture energy steel fiber self-compacting concrete size effect Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/fa344d17bfa74344bcd62eabb5298972
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spelling	oai:doaj.org-article:fa344d17bfa74344bcd62eabb52989722021-11-08T15:54:32ZStudying Water to Cement Ratio and Steel Fiber Volume Fraction Effects on the Self-Compacting Steel Fiber-reinforced Concrete Fracture Parameters2476-39772538-261610.22065/jsce.2019.161671.1745https://doaj.org/article/fa344d17bfa74344bcd62eabb52989722021-04-01T00:00:00Zhttps://www.jsce.ir/article_86853_066870494e948891499b008e77a720ed.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616In this research, efforts were made to study the effects of water to cement ratio (W/C) and steel fiber volume fraction (V_f (%)) on the fracture parameters of self-compacting steel fiber-reinforced concrete using both Work Fracture and Size Effect Methods. In an experimental program, a variety of water to cement ratio and volume of steel fibers were considered and five mix designs were prepared in two series. In the first, water to cement ratio were altered (Includes values :W/C=0.42, 0.52, and 0.62) with a constant volume of steel fiber (V_f=0.3%), and in the second, varied volume of steel fibers (Includes values: V_f=0.1, 0.3, and 0.5%) with a constant water to cement ratio (0.52) were considered. Results have shown that an increase in the water to cement ratio reduces the fracture energy, However, we see a different behavior in the lower water to cement ratio, while an increase in the volume of steel fiber not only increases the fracture energy causing the concrete to become more ductile, but it can also reduce the size effect greatly. G_F⁄G_f has been found for all mix designs about 11.81 and it has been concluded that the work fracture method yields more fracture energy than the Size effect method.mohammad ghasemimohammad reza ghasemiSeyed Roohollah MousaviIranian Society of Structrual Engineering (ISSE)articlefiber reinforced concretefracture energysteel fiberself-compacting concretesize effectBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 8, Iss 2, Pp 70-86 (2021)
institution	DOAJ
collection	DOAJ
language	FA
topic	fiber reinforced concrete fracture energy steel fiber self-compacting concrete size effect Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	fiber reinforced concrete fracture energy steel fiber self-compacting concrete size effect Bridge engineering TG1-470 Building construction TH1-9745 mohammad ghasemi mohammad reza ghasemi Seyed Roohollah Mousavi Studying Water to Cement Ratio and Steel Fiber Volume Fraction Effects on the Self-Compacting Steel Fiber-reinforced Concrete Fracture Parameters
description	In this research, efforts were made to study the effects of water to cement ratio (W/C) and steel fiber volume fraction (V_f (%)) on the fracture parameters of self-compacting steel fiber-reinforced concrete using both Work Fracture and Size Effect Methods. In an experimental program, a variety of water to cement ratio and volume of steel fibers were considered and five mix designs were prepared in two series. In the first, water to cement ratio were altered (Includes values :W/C=0.42, 0.52, and 0.62) with a constant volume of steel fiber (V_f=0.3%), and in the second, varied volume of steel fibers (Includes values: V_f=0.1, 0.3, and 0.5%) with a constant water to cement ratio (0.52) were considered. Results have shown that an increase in the water to cement ratio reduces the fracture energy, However, we see a different behavior in the lower water to cement ratio, while an increase in the volume of steel fiber not only increases the fracture energy causing the concrete to become more ductile, but it can also reduce the size effect greatly. G_F⁄G_f has been found for all mix designs about 11.81 and it has been concluded that the work fracture method yields more fracture energy than the Size effect method.
format	article
author	mohammad ghasemi mohammad reza ghasemi Seyed Roohollah Mousavi
author_facet	mohammad ghasemi mohammad reza ghasemi Seyed Roohollah Mousavi
author_sort	mohammad ghasemi
title	Studying Water to Cement Ratio and Steel Fiber Volume Fraction Effects on the Self-Compacting Steel Fiber-reinforced Concrete Fracture Parameters
title_short	Studying Water to Cement Ratio and Steel Fiber Volume Fraction Effects on the Self-Compacting Steel Fiber-reinforced Concrete Fracture Parameters
title_full	Studying Water to Cement Ratio and Steel Fiber Volume Fraction Effects on the Self-Compacting Steel Fiber-reinforced Concrete Fracture Parameters
title_fullStr	Studying Water to Cement Ratio and Steel Fiber Volume Fraction Effects on the Self-Compacting Steel Fiber-reinforced Concrete Fracture Parameters
title_full_unstemmed	Studying Water to Cement Ratio and Steel Fiber Volume Fraction Effects on the Self-Compacting Steel Fiber-reinforced Concrete Fracture Parameters
title_sort	studying water to cement ratio and steel fiber volume fraction effects on the self-compacting steel fiber-reinforced concrete fracture parameters
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2021
url	https://doaj.org/article/fa344d17bfa74344bcd62eabb5298972
work_keys_str_mv	AT mohammadghasemi studyingwatertocementratioandsteelfibervolumefractioneffectsontheselfcompactingsteelfiberreinforcedconcretefractureparameters AT mohammadrezaghasemi studyingwatertocementratioandsteelfibervolumefractioneffectsontheselfcompactingsteelfiberreinforcedconcretefractureparameters AT seyedroohollahmousavi studyingwatertocementratioandsteelfibervolumefractioneffectsontheselfcompactingsteelfiberreinforcedconcretefractureparameters
_version_	1718441627122401280

Studying Water to Cement Ratio and Steel Fiber Volume Fraction Effects on the Self-Compacting Steel Fiber-reinforced Concrete Fracture Parameters

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