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Flexural behavior of ferro-cement slabs supported on cold formed steel joists / Yassien Salah Eldien Mouhammed Sief Eldien Yassien ; Supervised Metwally Hassan Abuhamd

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Yassien Salah Eldien Mouhammed Sief Eldien Yassien , 2017Description: 131 P. : facsimiles ; 30cmOther title:
  • إنحناء بلاطات الفيروسمنت المرتكزة على كمرات مدرفلة على البارد [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: This study focusing on flooring systems that comprise ferro-cement panels rested over cold-formed steel joists. An experimental work and analytical parametric study was held up to determine the load carrying capacity of these systems and monitoring its loading steps or limits, like cracking, yielding, and ultimate limit, in addition to studying the effect of different parameters of the cold formed steel joist and the ferro-cement panel on the structural behavior of this system. Finite element nonlinear models were established using general purpose finite element software ANSYS and finite element results have been verified with experimental and analytical results discussed in literature review. All models had a simply supported cold-formed steel joists and loaded by a uniform pressure load over the upper face of the Ferro-cement panel
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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.2017.Ya.F (Browse shelf(Opens below)) Not for loan 01010110073637000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2017.Ya.F (Browse shelf(Opens below)) 73637.CD Not for loan 01020110073637000

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

This study focusing on flooring systems that comprise ferro-cement panels rested over cold-formed steel joists. An experimental work and analytical parametric study was held up to determine the load carrying capacity of these systems and monitoring its loading steps or limits, like cracking, yielding, and ultimate limit, in addition to studying the effect of different parameters of the cold formed steel joist and the ferro-cement panel on the structural behavior of this system. Finite element nonlinear models were established using general purpose finite element software ANSYS and finite element results have been verified with experimental and analytical results discussed in literature review. All models had a simply supported cold-formed steel joists and loaded by a uniform pressure load over the upper face of the Ferro-cement panel

Issued also as CD

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