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FAILURE MODE IDENTIFICATIONS OF RC BEAMS EXTERNALLY STRENGTHENED WITH
Access this item.
Title
FAILURE
MODE
IDENTIFICATIONS
OF
RC
BEAMS
EXTERNALLY
STRENGTHENED
WITH
Author
O'Riordan-Adjah, Chris
Keywords
external RC strengthening
carbon fiber composite
failure modes
ductility
Abstract
The
application
of
carbon
reinforced-fiber
polymers
(CFRP)
to
structures
is
a
new
development
that
is
still
under
intense
research.
However
, the
rehabilitation
or
retrofit
of
damage
reinforced
concrete
members
by the
external
bonding
of
CFRP
is
becoming
increasingly
popular
in the
construction
industry.
The
objective
of the
tests
presented
in this
thesis
is
to
study
different
CFRP
designs
on the
reinforced
concrete
beams
and
compare
their
failure
modes.
The
main
goal
is
to
determine
the
CFRP
design
on the
reinforced
concrete
beams
that
result
in a
progressive
and
gradual
failure
mode
with
enough
warning
before
final
failure.
Different
CFRP
designs
are
investigated
and
compared
with
theoretical
predictions.
A
retrofitting
concept
is
also
employed
in this
research.
The
retrofitting
concept
is
the
idea
of
strengthening
cracked
structures.
The
strengthening
of the
beams
performed
in the
lab
is
carried
out
under
sustained
loads
and on
previously
cracking
the
beams
to
simulate
the
realistic
case
that
is
usually
faced
in
practice
on the
field.
The
RC
beams
are
strengthened
in
flexure
to
double
their
flexural
capacity
by
applying
the
adequate
amounts
of
CFRP
to the
tension
face
of the
beams.
Due
to the
CFRP
strengthening
and
increasing
the
strength
capacity
of the
beams
,
different
CFRP
anchorage
methods
are
employed
to the
beams
for
additional
shear
reinforcement
to
ensure
flexural
failure.
The
different
CFRP
anchorage
methods
will also be
observed
for their
effectiveness
during
the
debonding
and
propagation
mechanism
as
well
as
evaluated
for their
progressive
failure
mode.
Adviser
Zhao, Lei
Publisher
University
of
Central
Florida
Degree
M.S.
Degree Discipline
Department of Civil and Environmental Engineering
Degree Grantor
Engineering and Computer Science
Degree Program
Civil Engineering
Graduation Date
2004-12-01
Type
Master's thesis
Access Level
Campus - Allow Only UCF Community Access
Release Date
2014-01-31
Repository
University Archives
Repository Collection
Electronic Theses and Dissertations
Identifier
CFE0000288
Access Link
http://purl.fcla.edu/fcla/etd/CFE0000288
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