All Words
Exact Phrase
Title Search Only
advanced search
Digital Archives Initiative
Memorial University - Electronic Theses and Dissertations 4
Anthropology
Aquaculture
Archaeology
Biochemistry
Biology
Biopsychology
Chemistry
Classics
Community Health
Computational Science
Computer Science
Counselling Centre
Earth Sciences
Economics
Education
Educational Administration
Educational Psychology
Engineering
English
Environmental Science
Folklore
French and Spanish
Geography
German and Russian
History
Human Kinetics and Recreation
Linguistics
Marine Studies
Mathematics and Statistics
Medicine
Nursing
Pharmacy
Philosophy
Physics and Physical Oceanography
Political Science
Psychology
Religious Studies
Social Work
Sociology
Toxicology
Women's Studies
home
browse
preferences
my favorites
about/feedback
recent uploads
help/search tips
Français
menu off
add document to favorites
:
add page to favorites
:
reference url
back to results
:
previous
:
next
Search this object:
0
hit(s) ::
previous hit
:
next hit
View:
document description
page description
page & text
previous page
:
next page
Document Description
Title
On
crack
identification
using
neural
networks
Author
Weliyanto
,
Bobby
,
1976-
Description
Thesis
(M.Eng.)--Memorial
University
of
Newfoundland
,
2002.
Engineering
and
Applied
Science
Date
2002.
Pagination
ix, 132 leaves : ill.
Subject
Materials--Cracking--Simulation
methods;
Fracture
mechanics;
Neural
networks
(Computer
science);
Degree
M.Eng.
Degree Grantor
Memorial University of Newfoundland. Faculty of Engineering and Applied Science
Discipline
Engineering and Applied Science
Language
Eng
Notes
Bibliography:
leaves
90-96.
Abstract
Most
structures
suffer
fatigue
damage
at
some
point
during
their
operational
life.
This
damage
may
lead
to a
structural
failure.
An
early
damage
identification
is
needed
to
prevent
such
a
structural
failure.
A
technique
which
depends
on the
measurement
of the
changes
in the
vibration
characteristics
of the
structure
can
be
effective
,
since
inspection
can
be
performed
while
the
structure
is
in
normal
operation.
This
work
presents
a
methodology
for
using
neural
networks
in
identifying
structural
damage
employing
the
vibration
signature
data.
--
An
experimental
study
was
carried
out
to
measure
the
random
response
of
undamaged
and
damaged
beam
models.
The
damage
was
simulated
by
introducing
a
hand-made
saw
cut
at
different
points
along
the
length
of the
beam.
The
depth
of
crack
was also
varied.
Two
beam
models
were
used:
one
was
simply
supported
, and the
other
was a
fixed-fixed
beam.
The
beam
was
excited
using
random
excitation.
The
autocorrelation
function
was
calculated
and
used
as an
approximation
for the
free
vibration
of the
model.
A
neural
network
technique
was
performed
to
identify
the
crack
occurrence
and its
extent.
The
results
show
that this
technique
is
able
to
detect
the
occurrence
of the
crack.
Type
Text
Resource Type
Electronic
thesis
or
dissertation
Format
Image/jpeg;
Application/pdf
Source
Paper copy kept in the Centre for Newfoundland Studies, Memorial University Libraries
Local Identifier
a1591251
Rights
The author retains copyright ownership and moral rights in this thesis. Neither the thesis nor substantial extracts from it may be printed or otherwise reproduced without the author's permission.
Collection
Electronic
Theses
and
Dissertations
Scanning Status
Completed
PDF File
(11.42
MB)
--
http://collections.mun.ca/PDFs/theses/Weliyanto_Bobby.pdf
CONTENTdm file name
1398.cpd