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Behavior of axially loaded cold-formed steel walls lined with ferro-cement boards / Mohamed Gamal AboElkasem Salama ; Supervised Metwally Hassan Abuhamd

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Mohamed Gamal AboElkasem Salama , 2017Description: 107 P. : facsimiles ; 30cmOther title:
  • تصرف الحوائط المدرفلة على البارد تحت تأثير الأحمال المحورية و المغطاة بألواح فيروسمنت [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 includes three-dimensional nonlinear finite element models which have been established using multipurpose finite element software (ANSYS) to study the behavior of CFS wall panels. Material nonlinearity, geometric imperfection, and contact surface were taken into consideration to achieve effective modeling. The numerical models{u2019} results have been verified against both numerical and experimental works in the literature. A parametric study has been conducted to investigate the influence of various parameters in failure load of wall panel. Two shapes of stud sections have been studied; unlipped C-section and lipped C-section with different thickness and depth. In addition, stud material and screw spacing have been included in the parametric study. The results of unlined stud have been compared to the prediction failure load based on AISI-S100-12 to develop appropriate effective length factors. The summary indicated how these parameters were effective
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Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2017.Mo.B (Browse shelf(Opens below)) Not for loan 01010110073638000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2017.Mo.B (Browse shelf(Opens below)) 73638.CD Not for loan 01020110073638000

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

This study includes three-dimensional nonlinear finite element models which have been established using multipurpose finite element software (ANSYS) to study the behavior of CFS wall panels. Material nonlinearity, geometric imperfection, and contact surface were taken into consideration to achieve effective modeling. The numerical models{u2019} results have been verified against both numerical and experimental works in the literature. A parametric study has been conducted to investigate the influence of various parameters in failure load of wall panel. Two shapes of stud sections have been studied; unlipped C-section and lipped C-section with different thickness and depth. In addition, stud material and screw spacing have been included in the parametric study. The results of unlined stud have been compared to the prediction failure load based on AISI-S100-12 to develop appropriate effective length factors. The summary indicated how these parameters were effective

Issued also as CD

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