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Behavior of concrete-encased cold-formed steel columns / Ahmed Maher Ahmed Mohamed ; Supervised Sherif Ahmed Mourad , Ehab Hassan Ahmed

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Ahmed Maher Ahmed Mohamed , 2015Description: 115 P. : charts , plans , facsimiles ; 30cmOther title:
  • سلوك الأعمدة المكونة من قطاعات صلب مشكل علي البارد مغلفة بالخرسانة [Added title page title]
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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: The objective of this research is to provide insight on the behavior of encased composite column with cold-formed sections as it is not well-defined in many design codes. This experimental study addresses issues related to load-deformation, strength, and constructability. Three different types of columns were tested under monotonic axial compression till failure. The column{u2019}s types were: cold-formed sections, reinforced concrete and composite encased type. The first two types were tested to provide benchmarking to compare to the composite samples. The third types are divided into four types as follow: cold-formed lipped-C steel section encased by Concrete. cold-formed lipped-C steel section with holes encased by concrete. cold-formed lipped-C steel section surrounded by wire-mesh encased by concrete.cold formed lipped-C steel section surrounded by longitudinal reinforcement and transverse ties encased by concrete. The main parameter studied in the composite columns was how to make the optimum compatibility between the cold-formed section and the concrete in the composite column using four different methods
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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.2015.Ah.B (Browse shelf(Opens below)) Not for loan 01010110067426000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2015.Ah.B (Browse shelf(Opens below)) 67426.CD Not for loan 01020110067426000

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

The objective of this research is to provide insight on the behavior of encased composite column with cold-formed sections as it is not well-defined in many design codes. This experimental study addresses issues related to load-deformation, strength, and constructability. Three different types of columns were tested under monotonic axial compression till failure. The column{u2019}s types were: cold-formed sections, reinforced concrete and composite encased type. The first two types were tested to provide benchmarking to compare to the composite samples. The third types are divided into four types as follow: cold-formed lipped-C steel section encased by Concrete. cold-formed lipped-C steel section with holes encased by concrete. cold-formed lipped-C steel section surrounded by wire-mesh encased by concrete.cold formed lipped-C steel section surrounded by longitudinal reinforcement and transverse ties encased by concrete. The main parameter studied in the composite columns was how to make the optimum compatibility between the cold-formed section and the concrete in the composite column using four different methods

Issued also as CD

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