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Flexural behaviour of continuous reinforced concrete beams strengthened with externally bonded fiber reinforced polymers / Maysoun Magdy Mohammed Ismaiel ; Supervised Mohammed Rabei Mahmoud

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Maysoun Magdy Mohammed Ismaiel , 2019Description: 161 P. : charts , facsimiles ; 30cmOther title:
  • سلوك الإنحناء للكمرات الخرسانية المسلحة المستمرة المدعمة خارجيا{u٠٢ؤؤ} ببوليمرات الألياف المقواه [Added title page title]
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Dissertation note: Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: The survey of the literature showed the need for research on the behavior of strengthened continues reinforced concrete beams with different strengthening techniques. To meet this need, this study was utilized to predict the behavior of the strengthened continuous RC beams under monotonic increasing load. This research aims to investigate the effect of strengthening schemes on the flexural strength of a continuous RC beams under a range of parameters. Seven beams were constructed experimentally and finite element models were developed to verify the experimental results by using (ANSYS). Also, a parametric study was investigated by using 540 specimens to discuss the relationship between the CFRP sheets strain and different parameters, a relation was constructed to facilitate the process of failure load value prediction, as well as the CFRP sheets type of failure, and to investigate the effect of each parameter on the flexural behavior of the strengthened reinforced continuous beams
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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.Ph.D.2019.Ma.F (Browse shelf(Opens below)) Not for loan 01010110080661000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.Ph.D.2019.Ma.F (Browse shelf(Opens below)) 80661.CD Not for loan 01020110080661000

Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

The survey of the literature showed the need for research on the behavior of strengthened continues reinforced concrete beams with different strengthening techniques. To meet this need, this study was utilized to predict the behavior of the strengthened continuous RC beams under monotonic increasing load. This research aims to investigate the effect of strengthening schemes on the flexural strength of a continuous RC beams under a range of parameters. Seven beams were constructed experimentally and finite element models were developed to verify the experimental results by using (ANSYS). Also, a parametric study was investigated by using 540 specimens to discuss the relationship between the CFRP sheets strain and different parameters, a relation was constructed to facilitate the process of failure load value prediction, as well as the CFRP sheets type of failure, and to investigate the effect of each parameter on the flexural behavior of the strengthened reinforced continuous beams

Issued also as CD

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