{"title":"Mechanical and Microstructural Analysis of High-Performance Concrete Incorporated with Hybrid Fibres and Graphene Oxide","authors":"V. Anish, J. Logeshwari","doi":"10.1007/s40996-024-01532-4","DOIUrl":null,"url":null,"abstract":"<p>High-Performance Concrete (HPC) is an exceptional concrete with remarkable performance mostly in all aspects and has a compressive strength more than 60 MPa. This paper investigates the characteristics of concrete by various mechanical tests like compressive, split tensile and flexural strength with the reinforcement of different types of fibres and incorporation of graphene oxide. The microstructural analysis was also done to study the effects of different materials on the concrete. The usage of various types of fibres, Graphene oxide, mineral admixtures, preparation techniques and the utilization of materials in hybrid combinations are being investigated. Denser microstructure, lesser porosity and a homogeneous mixing are the basic requirements of the HPC design. Due to the requirement for a huge quantity of cement in HPC which is responsible for CO<sub>2</sub> emission, abrasion and excessive heat of hydration resulting in cracks, Supplementary cementitious constituents like fly ash and silica fume were used, which also reduces the cost of construction. The nanomaterials react with calcium hydroxide and creates increased C–S–H gels, also aids in attaining a denser microstructure for HPC by filling the voids and pores, thereby providing sites for the nucleation and formation of C–S–H gel. It also helps in reducing the development of nano cracks, while the fibres in concrete helps in the energy dissipation effect during loading conditions and also produces a bridging effect for micro and macro cracks. The compressive, split tensile and flexural strength was observed to be improved up to 30.65%, 91.2% and 89.58% with the reinforcement by the hybrid combination of fibres and nanomaterials. The microstructural analysis on the concrete showed petal like crystals and a denser microstructure, with the usage of graphene oxide. Higher C–S–H and calcium hydroxide crystals formation was also noticed due to the usage of mineral admixtures and graphene oxide. The bridging effect of fibres hold firm in concrete matrix were also seen on the microstructural analysis<b>.</b> Based on the investigations, it has been found that the hybrid usage of the medium hooked end steel fibres, micro basalt fibres and Graphene oxide aides in improving several properties of the HPC.</p>","PeriodicalId":14550,"journal":{"name":"Iranian Journal of Science and Technology, Transactions of Civil Engineering","volume":null,"pages":null},"PeriodicalIF":1.7000,"publicationDate":"2024-07-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Iranian Journal of Science and Technology, Transactions of Civil Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1007/s40996-024-01532-4","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
Abstract
High-Performance Concrete (HPC) is an exceptional concrete with remarkable performance mostly in all aspects and has a compressive strength more than 60 MPa. This paper investigates the characteristics of concrete by various mechanical tests like compressive, split tensile and flexural strength with the reinforcement of different types of fibres and incorporation of graphene oxide. The microstructural analysis was also done to study the effects of different materials on the concrete. The usage of various types of fibres, Graphene oxide, mineral admixtures, preparation techniques and the utilization of materials in hybrid combinations are being investigated. Denser microstructure, lesser porosity and a homogeneous mixing are the basic requirements of the HPC design. Due to the requirement for a huge quantity of cement in HPC which is responsible for CO2 emission, abrasion and excessive heat of hydration resulting in cracks, Supplementary cementitious constituents like fly ash and silica fume were used, which also reduces the cost of construction. The nanomaterials react with calcium hydroxide and creates increased C–S–H gels, also aids in attaining a denser microstructure for HPC by filling the voids and pores, thereby providing sites for the nucleation and formation of C–S–H gel. It also helps in reducing the development of nano cracks, while the fibres in concrete helps in the energy dissipation effect during loading conditions and also produces a bridging effect for micro and macro cracks. The compressive, split tensile and flexural strength was observed to be improved up to 30.65%, 91.2% and 89.58% with the reinforcement by the hybrid combination of fibres and nanomaterials. The microstructural analysis on the concrete showed petal like crystals and a denser microstructure, with the usage of graphene oxide. Higher C–S–H and calcium hydroxide crystals formation was also noticed due to the usage of mineral admixtures and graphene oxide. The bridging effect of fibres hold firm in concrete matrix were also seen on the microstructural analysis. Based on the investigations, it has been found that the hybrid usage of the medium hooked end steel fibres, micro basalt fibres and Graphene oxide aides in improving several properties of the HPC.
期刊介绍:
The aim of the Iranian Journal of Science and Technology is to foster the growth of scientific research among Iranian engineers and scientists and to provide a medium by means of which the fruits of these researches may be brought to the attention of the world’s civil Engineering communities. This transaction focuses on all aspects of Civil Engineering
and will accept the original research contributions (previously unpublished) from all areas of established engineering disciplines. The papers may be theoretical, experimental or both. The journal publishes original papers within the broad field of civil engineering which include, but are not limited to, the following:
-Structural engineering-
Earthquake engineering-
Concrete engineering-
Construction management-
Steel structures-
Engineering mechanics-
Water resources engineering-
Hydraulic engineering-
Hydraulic structures-
Environmental engineering-
Soil mechanics-
Foundation engineering-
Geotechnical engineering-
Transportation engineering-
Surveying and geomatics.