An investigation on sandwich light weight ferrocement one way slabs / Islam Mohamed Rabie Mahmoud ; Supervised Mohamed Talat Mostafa , Hamed M. Hadhood

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Islam Mohamed Rabie Mahmoud

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Material type: Text

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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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: 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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Holdings
Item type	Current library	Home library	Call number	Copy number	Status	Date due	Barcode
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

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

Issued also as CD

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