000			02276cam a2200337 a 4500
003			EG-GiCUC
005			20250223032141.0
008			181230s2018 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.2018.Wa.R
100	0		_aWassim Badri Domat
245	1	0	_aRepair of R.C. beams subjected to torsion using CFRP sheets / _cWassim Badri Domat ; Supervised Hany Ahmed Abdalla , Ghada Diaa Abdelhmeed
246	1	5	_aترميم الكمرات الخرسانية المعرضة لعزوم اللى باستخدام الألياف الكربونية
260			_aCairo : _bWassim Badri Domat , _c2018
300			_a116 P. : _bcharts , facsimiles ; _c30cm
502			_aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520			_aExperimental and analytical programs have been carried out to investigate the behavior of repair of rectangular reinforced concrete beams subjected to torsion using carbon fiber reinforced polymer (CFRP) sheets. Five specimens have been tested with various parameters such as the effect of configurations and orientation of CFRP sheets and spacing of the strips. The ultimate load carrying capacity, ultimate torque, and twisting angle of the specimens. The results showed that using CFRP strengthening technique improves the ultimate load carrying capacity of all the repaired beams, where Full wrapping is the most effective configuration. In addition, CFRP strips applied in 45 degrees with axis of the beam give higher torsional strength than strips applied in 90 degrees with the axis of the beam. The results show that spacing of the strips play a vital role in strengthening, where the smaller spacing increase in effective confinement provided by full strips and hence, result in greater post cracking stiffness compared to the larger spacing
530			_aIssued also as CD
653		4	_aCFRP sheet
653		4	_aRC beams
653		4	_aTorsion
700	0		_aGhada Diaa Abdelhmeed , _eSupervisor
700	0		_aHany Ahmed Abdalla , _eSupervisor
856			_uhttp://172.23.153.220/th.pdf
905			_aNazla _eRevisor
905			_aSamia _eCataloger
942			_2ddc _cTH
999			_c69326 _d69326