Copyright © 2017 Gitanjali Biswal et al. This is an open-access article
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Circulation in Computer Science
2nd National Conference on Mechatronics Computing and Signal Processing (MCSP-2017), pp:27-29
https://doi.org/10.22632/ccs-2017-mcsp035
Conference Article
Strengthening of Prefab Slab using Fiber Reinforce
Composites
Gitanjali Biswal
Dept. of Civil Engineering
Centurion University
Odisha, India
Manoj Kumar Rath, Sagarika Panda
Dept. of Civil Engineering
Centurion University
Odisha, India
ABSTRACT
The main objective of using strengthening of pre fab slab by
wraping with frp to to make it more durable during shock as a
modification for the prevention of shrinkage cracks. The aim
of research is to strengthening of Pre-fab structures slab using
glass fiber reinforced composites. Slabs will act as structural
members; provide a sensible application for the new material
because they can be casted as load bearing and non-load
bearing concrete members
Keywords
Glass fiber Reinforced concrete, GFRC, Structural concrete
SLAB. Tensile test, Flexural test, Compression test and Load
test.
1. INTRODUCTION
In the recent area of civil structure Engineering high profile
structures are constructed all over world. According to the day
by day demand of society and to satisfy all kind of
challenging problem. So the research work in civil structure is
all time over worldwide. By looking the past of civil
engineering there is lot of mistakes and problems due to the
old design codes. Out of the problem the vital problem is
strengthening the concrete structures i.e. result of damage &
deterioration & serviceability of the structure.
So to reduce the problem & to strength the concrete structure
we have a research work on the GFRP sheet laminates on
slab. Glass fiber reinforced polymers (GFRPs) is a fiber
reinforced polymer made of a plastic matrix reinforced by fine
fibers of glass. Fiber glass is a light weight, strong and robust
material used in different industries due to the excellent
properties. Glass fiber reinforced composite replacing the
traditional materials because of its superior properties such as
high tensile strength, low thermal expansion, high strength to
weight ratio.
In the new strengthening technique GFRP sheets are apply
externally bonded reinforcement, on the pre cast slab.
The wrap work is done layer by layer (4 layers & 8 layers).
Then we check the result conducting important parameter of
testing i.e. flexural, tensile, compressive and load test. The
results obtained were compared with only concrete material
and 4 and 8 layer of GFRP on the basis of strength and
deformation & stress distribution and deflection and cracking
point.
2. ABOUT GLASS FIBER REINFORCE
(GFRP)
Composite materials produce a combination of two or more
materials that cannot be achieved by either Fiber or Matrix
when they are acting alone. Fiber reinforced composites were
successfully used for many decades for all engineering
applications. Example of some vital Fiber is - Glass Fiber,
Carbon Fiber, Basalt Fiber etc. Glass Fiber reinforced
polymeric matrix comprised organic, polyester, thermostable,
vinylester, phenolic and epoxy resins.
The Mechanical behavior of a Fiber- reinforced composite
basically depends on the Fiber strength and modules, the
chemical stability, matrix strength and the interface bonding
between the Fiber/Matrix to enable stress transfer the
functional characteristics of suitable composition and desired
properties of GFRP composites was equal to steel had higher
stiffness than aluminum and specific gravity was one-quarter
of the steel. The GFRP Fibers like woven mat, chopped mat
have been produced to enhance the mechanical and
Tribological properties of the composites.
2.1 Preparation of Glass Fiber composite
(woven mat)
GF in composite stronger reinforcement thickness and cross
sectional area was different for each specimen. Maximum
tensile strength observed in three ply reinforcement, higher
VF number of layer of fibers increased the strength and
stiffness of the composite.
Fig.1 Fig.2
1. Hot press technique
2. Mixing and moulding, melting moulding
3. Compression moulding
4. Hand lay-up method follows by hydraulic press
TABLE-1 Physical and Mechanical properties of Glass
Fiber
Fiber Density
g/cm
3
Tensile
strength
GPa
Young’s
modulus
(GPa)
Elongation
(%)
Ref.
E-Glass 2.58 3.445 72.3 4.8 17
C-Glass 2.52 3.310 68.9 4.8
S
2
Glass 2.46 4.890 86.9 5.7