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003 EG-GiCUC
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008 171113s2017 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.2017.Eh.B
100 0 _aEhab Nabil Saad Balat
245 1 0 _aBehavior of normal and high strength concrete beams under flexure and shear /
_cEhab Nabil Saad Balat ; Supervised Mohamed Elsaid Issa , Naser Fekry Hasan Elshafey
246 1 5 _aسلوك الكمرات الخرسانيه المسلحه و عاليه المقاومه تحت تأثير عزوم الانحناء و قوى القص
260 _aCairo :
_bEhab Nabil Saad Balat ,
_c2017
300 _a198 P. :
_bcharts , facsimiles ;
_c30cm
502 _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520 _aTo understand the behavior of all beams designed by; a case study we assumed. This case study leads to investigate flexural and shear behavior of reinforced concrete beams. This case study contain 90 beams made of (N.S.C) and (H.S.C) ,with dimension (150*250)mm , clear span 2000mm, length all beams equal 2300mm ,shear span to depth ratio (a/d) ranged from (1 to 2 to 3) , compressive strength concrete (fc{u0384}) ranged from (30, 60, 75) Mpa, web reinforcement ratio (uv) ranged from (0.14%,0 .28%, 0.25%, 0.50%), and longitudinal reinforcement ratio (u) for reinforced concrete beams ranged from (0.67%, 1.19%, 1.5%, 2.38%, 3.0%). Finite element program 2ANSYS 143 was used to calculate the final straining actions and effect variables on first flexural crack load (pcr), flexural shear crack load (pv), Ultimate failure load (pu), Defflection, tensile and yield stresses for longitudinal reinforcement and web reinforcement , stages for principle stresses and vector mode principle stresses ,and modes of failures for all beams designed
530 _aIssued also as CD
653 4 _aNormal and high strength concrete beams
653 4 _aShear span to depth ratio
653 4 _aWeb reinforcement
700 0 _aMohamed Elsaid Issa ,
_eSupervisor
700 0 _aNaser Fekry Hasan Elshafey ,
_eSupervisor
856 _uhttp://172.23.153.220/th.pdf
905 _aNazla
_eRevisor
905 _aSamia
_eCataloger
942 _2ddc
_cTH
999 _c63429
_d63429