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المؤلفG., Ozerkan N.
المؤلفG., Tokgoz D.D.
المؤلفS., Kowita O.
المؤلفJ., Antony S.
تاريخ الإتاحة2021-03-25T11:33:36Z
تاريخ النشر2016
اسم المنشورNature Environment and Pollution Technology
المصدرScopus
معرّف المصادر الموحدhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85013826641&partnerID=40&md5=a9fb133507700ba89bfac43c2326b321
معرّف المصادر الموحدhttp://hdl.handle.net/10576/18016
الملخصThis paper focuses on the experimental investigation carried out on self-consolidating concrete (SCC) reinforced with micro-steel fibre and hybrid fibres (combination of micro-steel fibre and recycled high density polyethylene fibre derived from municipal wastes). The physical properties of fresh and hardened concrete including flowability, setting time and durability, the mechanical properties, namely, compressive strength and flexural strength, and microstructural analysis were studied. Micro-steel fibre addition was seen to enhance the flowability of concrete than the non-fibrous and hybrid fibre reinforced concretes. The setting time of SCC mixtures prolonged with the addition of fibres into concrete mixtures. Hybrid fibre reinforced SCC mixtures have displayed reduction in drying shrinkage. The compressive and flexural strengths of the fibre reinforced concretes show a marginal reduction in strength when compared with the strength of unreinforced concrete. The results of the microstructure analysis clearly demonstrate that the hybrid fibres bond well with the cement matrix and stronger than the bonding between micro-steel fibres and cement matrix.
اللغةen
الناشرTechnoscience Publications
الموضوعBending strength
Cements
Compressive strength
Concrete mixtures
Durability
Fiber reinforced materials
Mixtures
Reduction
Reinforced concrete
Self compacting concrete
Shotcreting
Shrinkage
Compressive and flexural strengths
Experimental investigations
Fibre reinforced concrete
Hybrid fibre reinforced concrete
Microstructural analysis
Plastic wastes
Self-consolidating
Self-consolidating concrete
Steel fibers
cement
compressive strength
concrete
durability
mechanical property
microstructure
plastic
reinforced concrete
shrinkage
solid waste
waste technology
العنوانAssessment of microstructural and mechanical properties of hybrid fibrous self-consolidating concretes using ingredients of plastic wastes
النوعArticle
الصفحات1161-1168
رقم العدد4
رقم المجلد15
dc.accessType Abstract Only


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