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Experimental investigation for the effect of steel fibers on the mechanical properties of recycled reinforced concrete beams / Abdelrahman Emad Hamdy Taha ; Supervised Hany Ahmed Abdallah , Mohamed Mohamed Naguib Abouzeid

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Abdelrahman Emad Hamdy Taha , 2020Description: 99 P. : charts , facsimiles ; 30cmOther title:
  • التحقيق التجريبى لدراسة تأثير الياف الصلب على الخصائص الميكانيكية لكمرات الخرسانة المسلحة المعادة التدوير [Added title page title]
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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: The Experimental Investigation was conducted for the monitoring of mechanical properties of the steel fiber reinforced recycled aggregate concrete beams. The study was performed through the implementation of eight concrete mix. The difference in the concrete mix was the steel fibers volume and recycled aggregate replacement ratios. The steel fibers volume fractions were varied by 0 %, 0.5%, 0.8%, 1%, which is the upper limit of the ratio according to the ASTM A Clause 820. The recycled aggregate replacement ratio was 0 %, 50%, 100 %.The effect of steel fibers, recycled aggregate, combination of steel fibers and recycled aggregate was obvious on the concrete. This effect was declared on the mechanical properties and flexural behavior of the reinforced beams.The ductility and stiffness behavior are presented along with other mechanical properties of the research concrete beams
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Item type Current library Home library Call number Copy number Status Date due Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2020.Ab.E (Browse shelf(Opens below)) Not for loan 01010110081190000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2020.Ab.E (Browse shelf(Opens below)) 81190.CD Not for loan 01020110081190000

Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

The Experimental Investigation was conducted for the monitoring of mechanical properties of the steel fiber reinforced recycled aggregate concrete beams. The study was performed through the implementation of eight concrete mix. The difference in the concrete mix was the steel fibers volume and recycled aggregate replacement ratios. The steel fibers volume fractions were varied by 0 %, 0.5%, 0.8%, 1%, which is the upper limit of the ratio according to the ASTM A Clause 820. The recycled aggregate replacement ratio was 0 %, 50%, 100 %.The effect of steel fibers, recycled aggregate, combination of steel fibers and recycled aggregate was obvious on the concrete. This effect was declared on the mechanical properties and flexural behavior of the reinforced beams.The ductility and stiffness behavior are presented along with other mechanical properties of the research concrete beams

Issued also as CD

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