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Untitled Prezi

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by

ahmed nabawy

on 2 July 2013

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Transcript of Untitled Prezi


Prof.Dr
Tarek Fawzy ELShafiey

Team Work
Content
Introduction
Assoc.Prof.Dr
Hamdy Afefy

project idea
Strengthening Of R.C. One Way Slabs With Openings Using Different Techniques
# Ahmed Mostafa Nabawy
#Ans Bahgat Zalat
#Soliman Abd EL Kawy Own
#Mahmoud Ahmed ElKhateb
#Essam Qabil
#Salah Tawfeq Shams
#Hussein Abd El Azim
#Ahmed Mohamed Farahat
#Marwa Nagi Omar
#Hamed El Ghandour
Test Speciments
Group- I
*SC
Group_II
SI-1
SI-2
*SC-O
SI-3
Group-III
SII-1
Reinforcement
Used bars in Longitude direction are 6 Diameter 10mm
and 7 in the other direction ( As max)
concrete mix
N.S.M.S
Near Surface Mounted Steel
# Introduction.
# Goal of project.
# Parameters taken in study.
# Test of speciments.
# Speciments & preperation.
# Measurments.
# Setup.
# Results & Discussions .
# Conclusion .


#Slab : Sc
Sc-0
sI-1
ECC
CFRP
Load – Deflection curve
Group II ( NSM)
Ductility
Conclusion

Faculty Of Engineering
Structural Department

Tanta University
2012- 2013
Graduation Project Discussion

Test Setup
Results
Setup of Speciments
2- wooden shuteer
3-concrete mix
4-R.F.T
1-
Test speciments
Wooden Shutter
Previous Research
Concrete Cubics Test
MODE OF FAILURE
SC
=
Slab Control
SC-o
=
Slab Control with Opening
SI-1 (NSMS in tension zone)
SI-2
(NSMS in tension and compression zone)
SI-3
(NSMS in ten. zone and a layer of ECC in Comp. zone)
SII-1
(CFRP in ten. zone and a layer of ECC
in Comp. zone incuded a steel mesh)
SII-2
(CFRP in ten. zone and a layer of ECC
in Comp. zone
without
a steel mesh)
I
II
5-Setup
SII-2
Load Deflection Curves
THE END
Thank You
32.6%
43.3%
28.1%
82.2%
68.1%
48.1%
Full transcript