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040 _aEG-GiCUC
_beng
_cEG-GiCUC
041 0 _aeng
049 _aDeposite
097 _aM.Sc
099 _aCai01.13.05.M.Sc.2021.Ma.E
100 0 _aMahmoud Mohamed Mohamed Ahmed
245 1 0 _aExperimental study on punching shear behavior of rc flat slabs according to the Egyptian code /
_cMahmoud Mohamed Mohamed Ahmed ; Supervised Hany Ahmed Abdalla , Rasha Tharwat Senousi Mabrouk
246 1 5 _aدراسة عملية لسلوك القص الثاقب فى البلاطات الخرسانية المسطحة طبقا للكود المصرى
260 _aCairo :
_bMahmoud Mohamed Mohamed Ahmed ,
_c2021
300 _a62 P. :
_bcharts , facsimiles ;
_c30cm
502 _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520 _aIn this research six of reinforced concrete slabs samples were tested in laboratory. These samples have a model scale 1:5. The samples a flat slab with concrete dimensions 1000x1000 mm and with thickness 160 mm. they have a concrete square column with dimensions150x150 mm. Some variables were considered the distance between flexural longitudinal reinforcement, the distance between shear reinforcement and the width of the stirrups.The results of the sample were compared to those estimated by the Egyptian and international codes.The results indicated that the strength of punching increased with increasing the flexural and shear reinforcement in experimental samples.These samples were simulated by using ANSYS 17.2. The theoretical results were verified against experimental results and it{u2019}s founded the theoretical results near to the experimental results.The results indicated that the strength of punching increased with increasing the flexural and shear reinforcement in theoretical samples; it{u2019}s the same in the experimental results
530 _aIssued also as CD
653 4 _aFlat slabs
653 4 _aFlexural reinforcement
653 4 _aPunching
700 0 _aHany Ahmed Abdalla ,
_eSupervisor
700 0 _aRasha Tharwat Senousi Mabrouk ,
_eSupervisor
856 _uhttp://172.23.153.220/th.pdf
905 _aNazla
_eRevisor
905 _aShimaa
_eCataloger
942 _2ddc
_cTH
999 _c82578
_d82578