Basic Informations
C.V
AHMED SHABAN ABDEL- HAY
2 abo Elmahasen El-shazly, mohandsen
Giza,Egypt
Tel: (202) 33027256-0101740787
Faculty of Engineering – Civil Engineering Department
Beni Suef University
Personal Data:
Data of birth : August 15 , 1972
Place of birth : kalyobia
Nationality : Egyptian
Marital status : Single
Military status : Exempted
Education:
2006 . PhD of Civil Engineering, structural department, Faculty of
Engineering, Cairo University
Title: Shear transfer in Composite Continuous one way pre-slabs
2000 . Master of Civil Engineering, structural department,
Faculty of Engineering, Cairo University
Title: Strengthening Of Pre-loaded Corner and Edge Columns using R.C jackets.
1944 . B.Sc. of Civil Engineering, structural department,
Faculty of Engineering, Cairo University.
Grade: V .good with honor (with a degree of 82.5%)
Project: Reinforced concrete
Project grade: Excellent
Work Experience
2010 up to date
lecturer of RC design - Beni-Suef Univ.
2001 - Up – to –2003
Structural department (MUST University)
Teaching the following courses
> Reinforced concrete (1&2).
> Steel construction (1).
> Structural analysis (1&2).
> Strength of materials.
1994 – Up- to- 2010:
High Institute for arch. Engineering, 6 the of October City
Teaching the following courses:
> Reinforced concrete
> Steel construction.
> Structural analysis
> Strength of materials.
> Soil mechanics.
> Statics.
2006 – Up- to- 2008:
High Technology Institute10-Ramadan City
Teaching the following courses:
> Reinforced concrete 2,3and 4
Field Experience
-Owner of engineering office (Perfect design for engineering consultation PDEC)
- Consultant of many project in 6 oct , Zayed , Mohandesen , Marsa allam, Eltagamo el kames
Master Title
Strengthening Of Pre-loaded Corner and Edge Columns usingRC Jackets.
Master Abstract
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PHD Title
Shear transfer in Composite Continuous one way pre-slabs
PHD Abstract
The main objectives of this research can be summarized as follows:
1- Study the shear transfer across interface in composite concrete-concrete sections subjected to stresses normal to the shear plane using push-off specimens.
2- Suggest a model used to predict the ultimate shear transfer capacity of Pre-Slabs.
3- Study the actual behavior of one way - two span continuous composite pre-slabs supported on 3 edges. This was achieved by testing pre-slabs with different interface treatment.
4- Theoretical analysis of composite pre-slabs using F.E.M. with the help of the push-off specimens test results.
5- Comparing the theoretical analysis with the experimental results to acsses the validity of the modeling.