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Non-linear analysis of composite steel battened columns using foam concrete / Yasser Salah Ibrahim Abdelmajeed ; Supervised Maheeb M. E. Abdelghaffar

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Yasser Salah Ibrahim Abdelmajeed , 2018Description: 153 P. : chartas , facsimiles ; 25cmOther title:
  • التحليل اللاخطى للأعمدة الحديد ذات الشرائح والمركبة باستخدام خرسانة الفوم [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: Filling battened steel columns with light-weight concrete (EPS) provides a composite action that adds to column axial-capacity, prevents inward local-buckling and allows for quick and simple construction of low-rise buildings. Instead of gravel, foam is mixed with sand and cement to form the light-weight concrete with Fcu about one MPa (10 kg/cm²) and E about 100 MPa (1000 kg/cm²). In all considered cases, overall-buckling controlled failure. Verification analysis was performed against 12 Full-scale columns tested in BHRC by the same research team; half of the tests were for bare columns and the other 6 were composite. ANSYS was used for the nonlinear finite element analysis. Using the verified FEM, a parametric study was prepared for the aim of deriving a new set of column-curves for 2Composite Steel Battened Columns Using Foam Concrete3 that are not permitted in the design codes
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Item type Current library Home library Call number Copy number Status Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2018.Ya.N (Browse shelf(Opens below)) Not for loan 01010110077595000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2018.Ya.N (Browse shelf(Opens below)) 77595.CD Not for loan 01020110077595000

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

Filling battened steel columns with light-weight concrete (EPS) provides a composite action that adds to column axial-capacity, prevents inward local-buckling and allows for quick and simple construction of low-rise buildings. Instead of gravel, foam is mixed with sand and cement to form the light-weight concrete with Fcu about one MPa (10 kg/cm²) and E about 100 MPa (1000 kg/cm²). In all considered cases, overall-buckling controlled failure. Verification analysis was performed against 12 Full-scale columns tested in BHRC by the same research team; half of the tests were for bare columns and the other 6 were composite. ANSYS was used for the nonlinear finite element analysis. Using the verified FEM, a parametric study was prepared for the aim of deriving a new set of column-curves for 2Composite Steel Battened Columns Using Foam Concrete3 that are not permitted in the design codes

Issued also as CD

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