An investigation on sandwich light weight ferrocement one way slabs / Islam Mohamed Rabie Mahmoud ; Supervised Mohamed Talat Mostafa , Hamed M. Hadhood
Material type: TextLanguage: English Publication details: Cairo : Islam Mohamed Rabie Mahmoud , 2014Description: 117 P. : charts , facsimiles ; 30cmOther title:- دراسة عن البالطات الفيروسيمنت الساندوتشية خفيفة الوزن ذات الإتجاه الواحد [Added title page title]
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Item type | Current library | Home library | Call number | Copy number | Status | Date due | Barcode | |
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Thesis | قاعة الرسائل الجامعية - الدور الاول | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2014.Is.I (Browse shelf(Opens below)) | Not for loan | 01010110065707000 | |||
CD - Rom | مخـــزن الرســائل الجـــامعية - البدروم | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2014.Is.I (Browse shelf(Opens below)) | 65707.CD | Not for loan | 01020110065707000 |
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Cai01.13.05.M.Sc.2014.Ib.N Numerical evaluation of Tie-force method for design of reinforced concrete structures against progressive collapse / | Cai01.13.05.M.Sc.2014.In.S Sensitivity analysis and comparative study on methods of flexible pavement design / | Cai01.13.05.M.Sc.2014.In.S Sensitivity analysis and comparative study on methods of flexible pavement design / | Cai01.13.05.M.Sc.2014.Is.I An investigation on sandwich light weight ferrocement one way slabs / | Cai01.13.05.M.Sc.2014.Is.I An investigation on sandwich light weight ferrocement one way slabs / | Cai01.13.05.M.Sc.2014.Ka.B Behavior of a Strip Footing Resting on Reinforced Sand / | Cai01.13.05.M.Sc.2014.Ka.B Behavior of a Strip Footing Resting on Reinforced Sand / |
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
An experimental investigation was conducted on sandwich light weight ferrocement one way slab specimens each of 1200 mm X 600 mm with varying parameters such as slab thickness (8 & 10 mm), number of layers of steel mesh, interface surface condition between layers, and concrete mix. All the slabs were tested under the effect of one line load acts at mid span. The results were investigated in order to discuss the effect of different parameters on cracking propagation, cracking pattern, ultimate deflection, and ultimate failure load. The conclusion of this research may be useful to find solutions for new design techniques and method of constructions
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