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An experimental and analytical study on the shear behavior of reinforced concrete wide beams / Mohammed Abdelhamid Zidan Teleb Zidan ; Supervised Magdy E. Ali Mahmoud Kassem , Ahmed Abdelfattah Mahmoud , Rasha Tharwat Senousi Mabrouk

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Mohammed Abdelhamid Zidan Teleb Zidan , 2020Description: 107 P. : charts , facsimiles ; 30cmOther title:
  • دراسة عمل{u٠٦أأ}ة ونظر{u٠٦أأ}ة على سلوك القص للكمرات الخرسانية المسلحة العريضة [Added title page title]
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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: Wide beams are frequently used as transfer elements where the total structural depth must be kept to a minimum. The objective of this research was to study the effect of using FRP stirrups on the shear behavior of reinforced concrete wide beams . This research presents both experimental and theoretical studies on the shear behavior of wide beams reinforced with FRP as well as steel stirrups. The test program includes seven specimens. The studied parameters are (1) member width, (2) type of stirrups and (3) transverse spacing of FRP stirrups . The obtained test results are compared to the predications of the finite element analysis using ANSYS 14 program. Good agreement between the experimental and numerical results is obtained
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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.2020.Mo.E (Browse shelf(Opens below)) Not for loan 01010110080859000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2020.Mo.E (Browse shelf(Opens below)) 80859.CD Not for loan 01020110080859000

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

Wide beams are frequently used as transfer elements where the total structural depth must be kept to a minimum. The objective of this research was to study the effect of using FRP stirrups on the shear behavior of reinforced concrete wide beams . This research presents both experimental and theoretical studies on the shear behavior of wide beams reinforced with FRP as well as steel stirrups. The test program includes seven specimens. The studied parameters are (1) member width, (2) type of stirrups and (3) transverse spacing of FRP stirrups . The obtained test results are compared to the predications of the finite element analysis using ANSYS 14 program. Good agreement between the experimental and numerical results is obtained

Issued also as CD

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