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FEM study of shear behavior of slurry infiltrated fiber concrete SIFCON beams / Mohamed Gamal Eldin Sayed ; Supervised Wahba M. Eltahan , Hamed M. Hadhoud

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Mohamed Gamal Eldin Sayed , 2014Description: 190 P. : plans ; 30cmOther title:
  • دراسة سلوك القص لكمرات الخرسانه الليفية المتخلله باستخدام طريقة العناصر المحددة [Added title page title]
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  • Issued also as CD
Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: Behavior of slurry infiltrated fiber concrete (SIFCON) has been widely experimentally investigated. In the current thesis, a numerical study of the shear behavior of SIFCON beams using nonlinear finite element analysis is carried out. First, validation of the FEM tool was carried out comparing FEM results to experimental results of twelve SIFCON beams tested in shear. The FEM model was then used to study thirty - eight SIFCON beams. The numerical study addressed the investigation of the effect of volume of fiber, shear span to effect depth ratio, and depth of the beam. Parametric study was used for deriving a general equation to calculate the shear strength of SIFCON 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.2014.Mo.F (Browse shelf(Opens below)) Not for loan 01010110064546000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2014.Mo.F (Browse shelf(Opens below)) 64546.CD Not for loan 01020110064546000

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

Behavior of slurry infiltrated fiber concrete (SIFCON) has been widely experimentally investigated. In the current thesis, a numerical study of the shear behavior of SIFCON beams using nonlinear finite element analysis is carried out. First, validation of the FEM tool was carried out comparing FEM results to experimental results of twelve SIFCON beams tested in shear. The FEM model was then used to study thirty - eight SIFCON beams. The numerical study addressed the investigation of the effect of volume of fiber, shear span to effect depth ratio, and depth of the beam. Parametric study was used for deriving a general equation to calculate the shear strength of SIFCON beams

Issued also as CD

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