000			02221cam a2200349 a 4500
003			EG-GiCUC
005			20250223032706.0
008			210220s2020 ua dh f m 000 0 eng d
040			_aEG-GiCUC _beng _cEG-GiCUC
041	0		_aeng
049			_aDeposite
097			_aM.Sc
099			_aCai01.13.05.M.Sc.2020.Sa.A
100	0		_aSayed Samir Elsayed Abdallah
245	1	0	_aAnalytical study on flexural behavior of reinforced concrete beams strenghtened with FRP / _cSayed Samir Elsayed Abdallah ; Supervised Hany Ahmed Abdalla , Khaled Farouk Elkashif , Ahmed M. Anwar
246	1	5	_aدراسة عددية لسلوك الإنحناء للكمرات الخرسانية المدعمة بشرائح الفيبر الكربونية
260			_aCairo : _bSayed Samir Elsayed Abdallah , _c2020
300			_a110 P. : _bcharts , facimiles ; _c30cm
502			_aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520			_aOne of the techniques developed during the last decade for flexural strengthening of reinforced concrete RC beams was the use of fiber reinforced polymer FRP plate externally bonded to the tension face.With the addition of FRP reinforcement, beams exhibit several unique failure modes under flexural loading: rupture of a FRP plate, concrete cover separation and plate end and intermediate interfacial de-bonding of a FRP plate. Flexural strengthening of reinforced concrete beams using the carbon fiber reinforced polymer (CFRP) material has been examined by many researchers and it was shown to be an effective means of strengthening.Using different types of carbon fiber with different length to support preloaded beams was shown rarely in researches so the research shows the different in using different types of carbon fiber with different length
530			_aIssued also as CD
653		4	_aFRP
653		4	_aPreloaded beams
653		4	_aRC beams
700	0		_aAhmed M. Anwar , _eSupervisor
700	0		_aHany Ahmed Abdalla , _eSupervisor
700	0		_aKhaled Farouk Elkashif , _eSupervisor
856			_uhttp://172.23.153.220/th.pdf
905			_aNazla _eRevisor
905			_aShimaa _eCataloger
942			_2ddc _cTH
999			_c79953 _d79953