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Optimization Based on Toughness and Splitting Tensile Strength of Steel-Fiber-Reinforced Concrete Incorporating Silica Fume Using Response Surface Method

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dc.contributor.author Koksal, Fuat
dc.contributor.author Beycioglu, Ahmet
dc.contributor.author Dobiszewska, Magdalena
dc.date.accessioned 2022-12-13T11:08:33Z
dc.date.available 2022-12-13T11:08:33Z
dc.date.issued 2022-09
dc.identifier.citation Köksal, F., Beycioğlu, A., & Dobiszewska, M. (2022). Optimization Based on Toughness and Splitting Tensile Strength of Steel-Fiber-Reinforced Concrete Incorporating Silica Fume Using Response Surface Method. Materials, 15(18), 6218. MDPI AG. Retrieved from http://dx.doi.org/10.3390/ma15186218 tr_TR
dc.identifier.issn 1996-1944
dc.identifier.uri http://openacccess.atu.edu.tr:8080/xmlui/handle/123456789/4012
dc.identifier.uri http://dx.doi.org/10.3390/ma15186218
dc.description WOS indeksli yayınlar koleksiyonu. / WOS indexed publications collection. tr_TR
dc.description.abstract The greatest weakness of concrete as a construction material is its brittleness and low fracture energy absorption capacity until failure occurs. In order to improve concrete strength and durability, silica fume SF is introduced into the mixture, which at the same time leads to an increase in the brittleness of concrete. To improve the ductility and toughness of concrete, short steel fibers have been incorporated into concrete. Steel fibers and silica fume are jointly preferred for concrete design in order to obtain concrete with high strength and ductility. It is well-known that silica fume content and fiber properties, such as aspect ratio and volume ratio, directly affect the properties of SFRCs. The mixture design of steel-fiber-reinforced concrete (SFRC) with SF addition is a very important issue in terms of economy and performance. In this study, an experimental design was used to study the toughness and splitting tensile strength of SFRC with the response surface method (RSM). The models established by the RSM were used to optimize the design of SFRC in terms of the usage of optimal silica fume content, and optimal steel fiber volume and aspect ratio. Optimum silica fume content and fiber volume ratio values were determined using the D-optimal design method so that the steel fiber volume ratio was at the minimum and the bending toughness and splitting tensile strength were at the maximum. The amount of silica fume used as a cement replacement, aspect ratio, and volume fraction of steel fiber were chosen as independent variables in the experiment. Experimentally obtained mechanical properties of SFRC such as compression, bending, splitting, modulus of elasticity, toughness, and the toughness index were the dependent variables. A good correlation was observed between the dependent and independent variables included in the model. As a result of the optimization, optimum steel fiber volume was determined as 0.70% and silica fume content was determined as 15% for both aspect ratios. tr_TR
dc.language.iso en tr_TR
dc.publisher MATERIALS / MDPI tr_TR
dc.relation.ispartofseries 2022;Volume: 15 Issue: 18
dc.subject steel fiber concrete tr_TR
dc.subject toughness tr_TR
dc.subject optimization tr_TR
dc.subject response surface method tr_TR
dc.title Optimization Based on Toughness and Splitting Tensile Strength of Steel-Fiber-Reinforced Concrete Incorporating Silica Fume Using Response Surface Method tr_TR
dc.type Article tr_TR


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