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Behavior of flanged concrete beams with web opening under pure torsion / Ahmed Elsayed Salem Salama ; Supervised Magdy Elsayed Kassem , Ahmed Abdelfattah

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Ahmed Elsayed Salem Salama , 2014Description: 108 P. : charts , facsimiles ; 30cmOther title:
  • سلوك الكمرات ذات الفلنشات العلوية المزودة بفتحات تحت تأثير عزوم التواء خالصة [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 thesis presents the results of the experimental and analytical study carried out on seven reinforced concrete flanged beams with rectangular web opening subjected to pure torsion to propose suitable design method depends on last researches in addition to extensive parametric study. The parameters of the Experimental Program are: the flange thickness (ts), the flange width (B) and the opening height (ho).The parameters of the parametric study are: the compressive strength of concrete (fcu), the yield stress of longitudinal steel (fy), the beam Web width (b) and number of stirrups per meter
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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.Ah.B (Browse shelf(Opens below)) Not for loan 01010110065034000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2014.Ah.B (Browse shelf(Opens below)) 65034.CD Not for loan 01020110065034000

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

This thesis presents the results of the experimental and analytical study carried out on seven reinforced concrete flanged beams with rectangular web opening subjected to pure torsion to propose suitable design method depends on last researches in addition to extensive parametric study. The parameters of the Experimental Program are: the flange thickness (ts), the flange width (B) and the opening height (ho).The parameters of the parametric study are: the compressive strength of concrete (fcu), the yield stress of longitudinal steel (fy), the beam Web width (b) and number of stirrups per meter

Issued also as CD

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