PROGRAMME
Seventh International Conference
On
Damage Assessment of Structures
DAMAS 2007
25th – 27th June 2007, Torino, Italy
CENTRO CONGRESSI UNIONE INDUSTRIALE
CONFERENCE SPONSORS
ORGANIZING COMMITTEE
Prof Luigi Garibaldi, Italy
Prof Karen Holford, UK
Prof Wieslaw Ostachowicz, Poland
Dr Cecilia Surace, Italy
INTERNATIONAL SCIENTIFIC COMMITTEE
Dr Janice Barton, UK
Prof Anatolii Bovsunovsky, Ukraine
Prof Mike Brennan, UK
Prof Matthew Cartmell, UK
Prof Peter Cawley, UK
Prof Rosario Ceravolo, Italy
Prof Qian Chen, China
Prof Fulei Chu, China
Prof Peter Cowley, UK
Prof Brian Culshaw, UK
Prof Marco Di Sciuva, Italy
Dr Alessandro Fasana, Italy
Dr Chuck Farrar, USA
Prof Spilios Fassois, Greece
Prof Mike Friswell, UK
Prof Claus-Peter Fritzen, Germany
Prof Luigi Garibaldi, Italy
Dr Marco Gherone, Italy
Prof Michael Gilchrist, Ireland
Prof Alfredo Guemes, Spain
Prof Qingkai Han, UK
Prof Karen Holford, UK
Prof Jan Holnicki-Szulc, Poland
Prof Dan Inman, USA
Prof DongXiang Jiang, China
Dr Stefan Kaczmarczyk, UK
Prof Marek Krawczuk, Poland
Prof Arthur Lees, UK
Dr Graeme Manson, UK
Dr Stefano Marchesiello, Italy
Dr Cris Mares, UK
Dr Peter McFadden, UK
Prof John Mottershead, UK
Prof Wieslaw Ostachowicz, Poland
Dr Huajiang Ouyang, UK
Dr John Owen, UK
Dr Magdalena Palacz, Poland
Dr Sophoclis Patsias, UK
Prof John Penny, UK
Prof Bob Randall, Australia
Dr Romualdo Ruotolo, Italy
Prof Donato Sabia, Italy
Prof Vadim Silberschmidt, UK
Dr Daniele Spina, Italy
Dr Wieslaw Staszewski, UK
Dr David Storer, Italy
Dr Cecilia Surace, Italy
Prof Alexander Tessler, USA
Dr Irina Trendafilova, UK
Dr Christopher Truman, UK
Prof Tadeusz Uhl, Poland
Prof Claudio Valente, Italy
Dr Herman Van der Auweraer, Belgium
Dr Magd Wahab, UK
Prof Keith Worden, UK
Dr Arkadiusz Zak, Poland
Prof Dave Zimmerman, USA
KEYNOTE SPEAKERS
CONFERENCE INFO
Prof Alessandro De Stefano (Italy), Politecnico di Torino
"Structural Identification and Health Monitoring on the Historical Architectural
Heritage"
> TRANSPORT
Dr Victor Giurgiutiu (USA), University of South Carolina
"Damage Assessment of Structures - an Air Force Office of Scientific Research
Structural Mechanics Perspective"
Prof Michael Link (Germany), Universität Kassel
"Identification of Structural Property Degradations by Computational Model
Updating"
Prof Menad Sidahmed (France), Université de Technologie de Compiègne
"Machines Diagnostic : Some Perspectives"
Prof Alexander Tessler (USA), NASA Langley Research Center
"Structural Analysis Methods for Structural Health Management of Future
Aerospace Vehicles"
Prof Keith Worden (UK), University of Sheffield
"Aspects of Novelty Detection"
CONFERENCE SECRETARIAT
Dr Cecilia Surace, Italy
Dr Alessandra Tassotti, Italy
DAMAS2007@polito.it
http://www.polito.it/DAMAS-2007/
Shuttle Bus from Caselle Airport (bus stop is just in front of the arrival gate)
stops in Torino close to Porta Nuova Railway Station (corner C. Vittorio - V.
Sacchi), i.e between the Genova Hotel (Best Western) and the Bologna Hotel
(see detachable map in the middle of this programme).
This Bus from Caselle Airport to Torino (Porta Nuova) and vice-versa is
provided by SADEM http://www.sadem.it/orari_tariffe.htm.
When arriving in Torino, please pay attention not to leave the bus at Porta
Susa Railway Station. Your stop is the final one (Porta Nuova) – bus price is
5.00 €.
Trains from the Airport do not lead you to the Porta Nuova Railway Station !
TAXI can take between 20 and 40 minutes, price is around 40 - 50 €.
The link from Malpensa Airport (Milano) is very poor. Slightly better is the link
with Linate Airport in Milano.
Urban transport ticket is 0.90 € and is valid 70 minutes over the urban network,
buy it at the newspaper vendors.
> CONFERENCE SITE
Conference location is the CENTRO CONGRESSI UNIONE INDUSTRIALE,
via Fanti 17, Torino. http://www.amma.it/inglese/chisiamo/notizie.htm
> REGISTRATION
It is still possible to register at the Conference desk, starting at 8.00, on
th
Monday 25 ; extra tickets for the events can also be bought at the desk.
Information regarding the city and other facilities is available there.
> LUNCH & COFFEE BREAKS
Lunches are served in the garden, at 13.00.
Coffee breaks with pastries are served at 10.40 and 15.40.
> SOCIAL EVENTS
th
Monday, 25
The Gala dinner will be held at the NH Santo Stefano Hotel in the historical
Torino centre, very close to the Cathedral (where the Holy Shroud is
th
preserved), at 7.45 PM on Monday, 25 . The dinner will start with an aperitif
in the patio, with live Jazz music.
th
Tuesday, 26
An “extended” aperitif is organized inside the historical building “Mole
Antonelliana” (click on the picture of the DAMAS site) at 19.45 on Tuesday,
th
26 .
At around 21.00, four guided visits of the building and the inside Cinema
Museum will start; the sky elevator will bring you to the top of the tower for an
amazing view over Torino by night.
> CONFERENCE RULES
Two parallel sessions are given in very nearby rooms. Between them there is
the Piramide Exhibition room.
Power Point or Pdf format presentations will be copied to the DAMAS
organization PC at least two hours before presentation. Please contact the
organization personnel to test your own presentation.
Please respect strictly the 20 minute scheduled time for each paper.
Presentation should end after 15 minutes to encourage and allow questions
and remarks.
> POSTER SESSION
> INTERNET
The conference site is provided with Wi-fi technology. A password can be
given to the conference participants to use the service.
Some of the Hotels also provide free Internet up to 1 hour a day.
> ACCOMPANYING PERSONS
Please do not forget to buy tickets for the Gala Dinner (55 €) or the Mole
Antonelliana evening (35 €) for accompanying persons, at the front desk of the
conference. Places must be reserved in advance.
th
MONDAY - 25.06.2007
8.00
> 8.30
: REGISTRATION
8.30
> 9.20
: WELCOME
9.20
> 10.00
: keynote - K. Worden
10.00 > 10.40
: keynote - M. Link
10.40 > 11.00
: COFFEE BREAK
11.00 > 13.00
11.00 > 13.00
1A
DAMAGE LOCATION AND
QUANTIFICATION I
1B
SIGNAL PROCESSING I
13.00 > 14.00
th
Poster session starts at 17.00 and finishes at 18.00 on Monday 25 in front of
the Piramide room. Panels have dimensions of two by one meters (H × W).
> EXHIBITION
CONFERENCE LAYOUT
Starting on Monday 25 afternoon, an exhibition of instruments and software
for damage detection and data acquisition is located in the Piramide Room.
This exhibition will be active throughout the conference period.
: LUNCH
14.00 > 15.40
14.00 > 15.40
2A
FATIGUE DAMAGE
15.40 > 16.00
2B
DAMAGE ASSESSMENT
: COFFEE BREAK
16.00 > 17.40
3A
CONDITION MONITORING
16.00 > 17.00
3B
SIGNAL PROCESSING II
17.00 > 18.00
: POSTER SESSION
19.45 > LATE
: GALA DINNER
TUESDAY - 26.06.2007
8.40 > 9.20
WEDNESDAY - 27.06.2007
: keynote - De Stefano
9.20 > 10.40
9.20 > 10.40
4A
CASE STUDIES – CIVIL STRUCTURES I
4B
SYSTEM DIAGNOSIS – AERONAUTICAL
STRUCTURES
10.40 > 11.00
: COFFEE BREAK
11.00 > 13.00
11.00 > 13.00
5A
CASE STUDIES – CIVIL STRUCTURES II
5B
SENSORS AND MEASUREMENT
STRATEGIES
13.00 > 14.00
: LUNCH
14.00 > 14.40
: keynote - A. Tessler
14.40 > 15.40
14.40 > 15.40
6A
DAMAGE LOCATION AND
QUANTIFICATION II
6B
DAMAGE MECHANISMS
15.40 > 16.00
: COFFEE BREAK
16.00 > 17.40
16.00 > 17.40
7A
SYSTEM DIAGNOSIS - OUTPUT ONLY
VIBRATION BASED METHODS
7B
SENSORS AND MEASUREMENT
STRATEGIES
19.45 > LATE
: MOLE ANTONELLIANA
8.40 > 9.20
: keynote - M. Sidahmed
9.20 > 10.40
8A
MODELLING AND ASSESSMENT IN
COMPOSITES
10.40 > 11.00
9.20 > 10.40
8B
NUMERICAL MODELLING
: COFFEE BREAK
11.00 > 13.00
9A
DAMAGE LOCATION AND
QUANTIFICATION III
11.00 > 13.00
9B
ADVANCED METHODS OF NDT
13.00 > 14.00
: LUNCH
14.00 > 14.40
: keynote - V. Giurgiutiu
14.00 > 16.00
10A
SYSTEM DIAGNOSIS - IMPACT
16.00 > END
: COFFEE BREAK
14.00 > 16.00
10B
SYSTEM DIAGNOSIS - VIBRATION
BASED TECHINQUES
DAY 25.06.2007 – h. 8.00 to 10.40
DAY 25.06.2007 – h. 17.00 to 18.00
8.30
17.00
18.00
WELCOME
by Authorities and Organization
9.20
KEYNOTE
Aspects of Novelty Detection
10.00
POSTER SESSION
Fatigue Damage Approach for Life
Prediction of Freight Car Using Rainflow
Cycle Counting Method
S.-H. Baek,
J.-K. Kim,
X. Song,
M.-H. Boo,
S.-S. Cho,
Y.-C. Park and
W.-S. Joo
Methodology and Results of Evaluation
of Tolerable Misalignment Areas of
Rotating Machine Bearings for
Diagnostic Purposes
J. Rybczynski
Wavelet Packet Transform Based
Frequency Domain Kurtosis for Fault
Diagnosis in Rolling Element Bearings
F. Li, L. Ye,
G. Zhang and
G. Meng
Detection of Centre Cracks in Cantilever
Beams Using Frequency Measurements
L. Kannappan,
K. Shankar and
A.G. Sreenatha
Combined Mode Fracture Toughness
Assessment For a High Strength
Cement Mortar
M.R.M. Aliha and
M.R. Ayatollahi
Evaluation on the Damage of Confined
Concrete Block Masonry Wall for Cyclic
Load
K.-Y.Kim,
S.-Y. Seo,
S.-J. Yoon and
K. Kikuchi
Monitoring of Stresses for Condition
Assessment of a Re-Constructed Bridge
Superstructure
R. Gomez , J. A.
Escobar, D.
Muria, R.
Sanchez and
M. A. Mendoza
KEYNOTE
Identification of Structural Property
Degradations by Computational
Model Updating
10.40
K. Worden
>
COFFEE BREAK
M. Link
DAY 25.06.2007 – h. 11.00 to 13.00
11.00
DAY 25.06.2007 – h. 11.00 to 13.00
1A SESSION :
DAMAGE LOCATION AND
QUANTIFICATION I
11.00
Chaired by K. WORDEN
Chaired by J. BARTON
11.00
Multi-Phased Array for Damage
Localisation
P. Malinowski,
T. Wandowski,
I. Trendafilova
and
W. Ostachowicz
Generalized Fourier Coefficients and
Applications to Damage Detection in
Rods
A. Morassi
A Multi-Algorithm Procedure for Damage
Location and Quantification in the Field
of Continuous Static Monitoring of
Structures
F. Lanata and
D. Posenato
Damage Localization Using LevenbergMarquardt Optimization
D.L. Parker,
W.G. Frazier and
M.A. Gray
Finite Element Model Updating of a
Steel–Concrete Composite Moment Resisting Structure with Partial Strength
Joints
O.S. Bursi,
M. Molinari,
A. Savadkoohi
and D. Zonta
12.40
Damage Localization in Systems with
Unknown Inputs
D. Bernal
13.00
LUNCH
11.20
11.40
12.00
12.20
1B SESSION:
SIGNAL PROCESSING I
11.00
Guided Waves in Steel Rails –
Experimental Works and Wavelet Signal
Processing
M. Rucka and
K. Wilde
11.20
Experimental Application of a Damage
Localisation Technique Based on
Smoothed Proper Orthogonal Modes
U. Galvanetto,
L. Monopoli,
C. Surace and
A. Tassotti
11.40
Vibration–Based Structural Damage
Detection and Precise Assessment via
Stochastic Functionally Pooled Models
FP.Kopsaftopoulos
and
S.D. Fassois
12.00
On the Applicability of the Ho-Kalman
Minimal Realization Theory
R. Spadavecchia,
A. De Stefano
and D. Sabia
12.20
A Principal Component Analysis of
Acoustic Emission Signals from a
Landing Gear Component
R. Pullin,
J.J. Hensman,
K.M. Holford,
K. Worden and
S.L. Evans
12.40
Damage Detection Using Prior Wavelet
Decompositions
D. Chetwynd,
K. Worden,
F. Mustapha,
J.A. Rongong
13.00
LUNCH
DAY 25.06.2007 – h. 14.00 to 15.40
DAY 25.06.2007 – h. 14.00 to 15.40
14.00 2A SESSION :
FATIGUE DAMAGE
14.00 2B SESSION :
DAMAGE ASSESSMENT
Chaired by M. WAHAB
Chaired by D. BERNAL
14.00
Monitoring of Growing Fatigue Damage
Using the E/M Impedance Method
K.J. Xing and
C.P. Fritzen
14.20
Fatigue Damage Prevention on Turbine
Blades: Study of Underplatform Damper
Shape
T. Berruti,
C.M. Firrone,
M. Pizzolante and
M.M. Gola
14.40
In Situ Load Testing: A Theoretical
Procedure to Design a Diagnostic Cyclic
Load Test on a Reinforced Concrete
Two-Way Slab Floor System
A. De Luca,
N. Galati,
A. Nanni and
T. Alkhrdaji
15.00
System Fatigue Damage Reliability
Assessment of Railway Riveted Bridges
C.S. Wang,
Y. Xu,
A.R. Chen and
W.Z. Chen
15.20
Fatigue Behavior of RC Slab Retrofitted
with Carbon Fiber Mesh after Different
Levels of Pre-Damage
S.Y. Seo,
H.D. Yoon and
C.W. Park
15.40
14.00
Assessing the Feasibility of Monitoring
the Condition of Historic Tapestries
Using Engineering Techniques
J.M. Dulieu-Barton,
M. Sahin,
F.L. Lennard, D.D.
Eastop and
A.R. Chambers
14.20
Damage Assessment of Beams Using
Flexural Wave Reflection Coefficients
S.P. Shone,
B.R. Mace and
T.P. Waters
14.40
Damage Assessment of Nanostructures
N. Pugno
15.00
Damage Detection in an Aluminium
Plate with an Active Constrained Layer
Damping Treatment
D. Chetwynd,
T.L. Lew,
K. Worden and
J.A. Rongong
15.20
An Investigation on Damage Detection
in Aircrafts Panels Using Nonlinear Time
Series Analysis
I. Trendafilova,
E. Manoach,
M.P. Cartmell,
W. Ostachowicz
and A. Zak
COFFEE BREAK
15.40
COFFEE BREAK
DAY 25.06.2007 – H. 16.00 to 18.00
DAY 25.06.2007 – H. 16.00 to 18.00
16.00 3A SESSION :
CONDITION MONITORING
16.00
3B SESSION :
SIGNAL PROCESSING II
Chaired by FULEI CHU
Chaired by L. GARIBALDI
16.00
Modal-Model Applications for Large
Energetic Machines
P. Kurowski
16.20
Bayesian Approach to Condition
Monitoring of PRC Bridges
D. Zonta, M.
Pozzi and P.
Zanon
16.40
Near Real-Time Monitoring of Bead
Area Damage in Rolling Tires Using a
Rotating Wheel Model and MultiDirectional Vibration Data
N.C. Yoder,
T.J. Johnson and
D.E. Adams
17.00
New Image Processing Tools for
Structural Dynamic Monitoring
J. Morlier,
P. Salom and
F. Bos
17.20
Nonstationary System Monitoring Using
Cointegration Testing Method
Z. Xu and
Q. Chen
17.00
18.00
>
POSTER SESSION
16.00
Wavelet Analysis for Damage
Identification in Composite Structures
J. Grabowska,
M. Palacz,
M. Krawczuk,
W. Ostachowicz,
I. Trendafilova,
E. Manoach and
M.P. Cartmell
16.20
Experimental Modal Analysis for
Damage Detection of Buildings via
Gabor Transform Technique
C. Valente,
D. Spina and
S. Gabriele
16.40
Advanced Rolling-Element Bearing
Diagnostics Based on Cyclic Spectral
Analysis
J. Antoni and
R. Boustany
17.00
18.00
>
POSTER SESSION
DAY 26.06.2007 – h. 8.00 to 10.40
8.40
KEYNOTE
Structural Identification and Health
Monitoring on the Historical
Architectural Heritage
9.20
DAY 26.06.2007 – h. 8.00 to 10.40
A. De Stefano
9.20
4A SESSION:
CASE STUDIES –
CIVIL STRUCTURES I
Chaired by A. TESSLER
Chaired by A. DE STEFANO
9.20
Structural Health Monitoring on Real
Scale Model of a Masonry Triumphal
Arch
G. Damonte,
S. Podestà,
G. Riotto,
S. Lagomarsino,
G.E. Magonette
and F. Marazzi
9.40
Rc Infilled Frame: Shaking Table Tests
on a Full Scale Model
E. Candigliota
and A. Le Maoult
10.00
Damage Quantification and Monitoring
in Masonry Monuments through
Digital Photogrammetry
J. Armesto,
P. Arias,
C. Ordóñez,
H. Lorenzo and
N. Caparrini
10.20
10.40
Experimental Seismic Damage
Quantification in a 3-Storey Laboratory
Structure
COFFEE BREAK
4B SESSION:
SYSTEM DIAGNOSIS –
AERONAUTICAL STRUCTURES
O.R. de Lautour
and
P. Omenzetter
9.20
A Framework for Novelty Detection in
Jet Engine Vibration Data
D. A. Clifton,
P. R. Bannister
and
L. Tarassenko
9.40
Structural Health Monitoring
experimental System Implemented in a
Turboprop Commercial Aircraft
I. Bovio and
L. Lecce
10.00
Effect of Crowning of Dovetail Joints on
Turbine Blade Root Damping
M. Allara,
S. Zucca and
M.M. Gola
10.20
Comparison of RBF Neural Network and
Support Vector Machine on Aero-engine
Vibration Fault Diagnosis
K. Xiong,
D.X. Jiang,
Y.S. Ding and
K. Li
10.40
COFFEE BREAK
DAY 26.06.2007 – h. 11.00 to 13.00
11.00 5A
DAY 26.06.2007 – h. 11.00 to 13.00
SESSION:
CASE STUDIES –
CIVIL STRUCTURES II
11.00
Chaired by C. VALENTE
11.00
11.20
11.40
12.00
12.20
12.40
13.00
Chaired by K. HOLFORD
Instantaneous Identification of BoucWen-Type Hysteretic Systems from
seismic Response Data
R. Ceravolo,
G.V. Demarie and
S. Erlicher
Assessment of Damage Due to
Earthquake-Induced Pounding between
the Main Building and the Stairway
tower
R. Jankowski
The Umberto I Gallery in Naples: the
influence of corrosion damage on the
seismic performance of the iron roofing
structure
R. Landolfo,
G. Di Lorenzo,
M.R. Guerrieri,
O. Mammana and
F. Portioli
Experimental and Numerical Modal
Identification of the Fossanova Gothic
Cathedral
G. De Matteis,
I. Langone,
F. Colanzi and
F.M. Mazzolani
Fatigue and Fracture Evaluation of a 70
Year Old Steel Bridge
C.S. Wang,
H. Qian,
A. Zhan,
Y. Xu and D.L. Hu
The Structural Stability Analysis of a
Container Crane According to the Boom
Shape Using Wind Tunnel Test
S.W. Lee,
T.W. Ahn,
D.S. Han,
T.H. Kim and
G.J. Han
LUNCH
5B SESSION:
SENSORS AND MEASUREMENT
STRATEGIES
Measurement of Acoustic Emission
Signals: Influence of the Couplant
J A. Fasana and
L. Garibaldi
A Numerical Determination of Acoustic
Emission Sensor Response in Plates
Using Dispersion Curves
R. Pullin,
P.T. Theobald,
K.M. Holford and
S.L. Evans
Sensor Fault Identification Using
Autoregressive Models and the Mutual
Information Concept
P. Kraemer and
C.P. Fritzen
Design and Numerical Simulation of an
Optic Fibre Sensor for Damage
Assessment of Structures
C. Delprete and
C. Rosso
Broadband Source-Based Interrogation
Scheme of Fiber Bragg Grating Sensors
for Structural Health Monitoring
D. Tosi,
M. Olivero and
G. Perrone
12.40
Energy Harvesting for Autonomous
Sensing
D.J. Inman,
J. Farmer and
B.L. Grisso
13.00
LUNCH
11.00
11.20
11.40
12.00
12.20
DAY 26.06.2007 – h. 14.00 to 15.40
14.00
KEYNOTE
Structural Analysis Methods for
Structural Health Management of
Future Aerospace Vehicles
14.40
DAY 26.06.2007 – h. 14.00 to 15.40
A. Tessler
14.40
6A SESSION:
DAMAGE LOCATION AND
QUANTIFICATION II
6B SESSION:
DAMAGE MECHANISMS
Chaired by M. GHERLONE
Chaired by C. SURACE
14.40
Crack Detection in Beams by Means of
the Driving Force Parameters Variation
at Non-Linear Resonance Vibrations
A.P. Bovsunovsky
and
O. Bovsunovsky
15.00
Minimum Relative Entropy Criterion for
Damage Detection and Location
A. Kyprianou,
C. Mares,
C. Charalambous
and
J.E. Mottershead
15.20
15.40
Structural Damage Identification Using
Low Frequency Non-Resonance
Harmonic Excitation
COFFEE BREAK
A. Swiercz,
P. Kolakowski
and
J. Holnicki-Szulc
14.40
Modelling Damage Progression by a
Statistical Energy-Balance Algorithm
F. Bosia,
N. Pugno,
G. Lacidogna and
A. Carpinteri
15.00
Finite Element Analysis of an Improved
Center Crack Specimen
M.R. Ayatollahi,
M.R.M. Aliha and
S. Rahmanian
15.20
Distributions of Local Damage Variable
and Local Plastic Tensile Strain and
Precursors to Failure of Quasi-Brittle
Pure Bending Beam
X.B. Wang
15.40
COFFEE BREAK
DAY 26.06.2007 – h. 16.00 to 18.00
DAY 26.06.2007 – H. 16.00 to 18.00
16.00
16.00
7A SESSION:
SYSTEM DIAGNOSIS - OUTPUT ONLY
VIBRATION BASED METHODS
Chaired by D. INMAN
Chaired by R. MACE
16.00
Using the Detection and Relative
Damage Quantification Indicator (DRQ)
with Transmissibility
N.M.M. Maia,
A.M.R. Ribeiro,
M. Fontul,
D. Montalvão and
R.P.C. Sampaio
16.20
An Updated Comparison of the Force
Reconstruction Methods
M. Klinikov and
C.P. Fritzen
16.40
Output-Only Technique for Parameter
Identification of Nonlinear Systems
Working under Operational Loads
J. Iwaniec
17.00
Combining Cyclostationarity and the
Frequency Domain Subspace
Technique for Operational Modal
Analysis
Automated Operational Modal Analysis
as Structural Health Monitoring Tool:
Theoretical and Applicative Aspects
J. Antoni,
D. Hanson and
B. Randall
17.20
20.00
7B SESSION:
SENSORS AND MEASUREMENT
STRATEGIES II
C. Rainieri,
G. Fabbrocino
and E. Cosenza
16.00
Plastic Optical Fiber Displacement
Sensor for Cracks Monitoring
M. Olivero,
G. Perrone,
A. Vallan and
S. Abrate
16.20
Dynamics of Structures with
Piezoelectric Sensors and Actuators for
Structural Health Monitoring
D. Mateescu,
Y. Han and
A. Misra
16.40
Wireless Sensor Network Based Bridge
Monitoring System
T. Uhl, A. Hanc,
K. Tworkowski
and L. Sekiewicz
17.00
Structural Health Monitoring of
Aerospace Structures with Sol-Gel
Spray Sensors
A.H. Ouahabi,
M. Thomas,
M. Kobayashi and
C.K. Jen
17.20
Displacement Measurement of an
Existing Long Span Steel Box-Girder
Using Terrestrial Laser Scanning
H.M. Lee,
Y.H. Kwon,
H.S. Park and
I. Lee
17.40
Computing Method for Estimating Strain
and Stress of Steel Beams Using
Terrestrial Laser Scanning and FEM
D.S. Kang,
H.M. Lee,
H.S. Park and
I. Lee
20.00
EXTENDED APERITIF AT MOLE
EXTENDED APERITIF AT MOLE
DAY 27.06.2007 – h. 8.00 to 10.40
8.40
KEYNOTE
Machines diagnostic :
some perspectives
9.20
DAY 27.06.2007 – h. 8.00 to 10.40
M. Sidahmed
8A SESSION:
MODELLING AND ASSESSMENT IN
COMPOSITES
9.20
8B SESSION:
NUMERICAL MODELLING
Chaired by A. ZAK
Chaired by V.V. SILBERSCHMIDT
9.20
Damage Assessment of Adhesively
Bonded FRP Beams Using Modal
Parameters
A.M. Ali,
M.M. Abdel
Wahab,
A.D. Crocombe
and I.A. Ashcroft
9.40
Dynamic Behaviour of Undamaged and
Damaged Multilayered Composite
Plates
M. Gherlone and
M. Di Sciuva
10.00
Influence of Temperature Fields on
Wave Propagation in Composite Plates
P. Kudela,
W. Ostachowicz
and A. Zak
10.20
On the propagation of Lamb Waves in
Viscoelastic Composites for SHM
Applications
M. Calomfirescu
and A.S.
Herrmann
10.40
COFFEE BREAK
9.20
An Interval Uncertainty Based Method
for Damage Identification
S. Gabriele,
C. Valente and
F. Brancaleoni
9.40
Experimental and Numerical Coupling
Proof of Conical Frictional Joints
D. Szwedowicz
and J. Bedolla
10.00
Computational Approaches for Good
Alternative Solutions Based Load
Resistance Capacity in Design of Steel
Moment-Resisting Frames
B.H. Choi
10.20
An Interval Parameter Perturbation
Method for Predicting the Natural
Frequency Bounds of Intelligent Truss
Structures with Uncertain-But-Bounded
Parameters
W.Y. Chen,
F.L. Chu,
S.Z. Yan and
K.Y. Wang
10.40
COFFEE BREAK
DAY 27.06.2007 – h. 11.00 to 13.00
11.00 9A
DAY 27.06.2007 – h. 11.00 to 13.00
SESSION:
DAMAGE LOCATION AND
QUANTIFICATION III
11.00
9B SESSION:
ADVANCED METHODS OF NDT
Chaired by W. OSTACHOWICZ
Chaired by R. CERAVOLO
11.00
Damage Mechanisms Interpreted by
Acoustic Emission Signal Analysis
A. Carpinteri,
G. Lacidogna and
A. Manuello
11.20
Locating Damage In Waveguides From
Point FRF Measurements
S.P. Shone,
B.R. Mace and
T.P. Water
11.40
Damage Localization Based on Power
Spectral Density Analysis
S.E. Fang,
R. Perera and
M.C. Huerta
12.00
Application of the Higher Modes to
Crack Identification in a Cantilever
Beam
Y.X. Liu,
W.W. Zhang and
H.W. Ma
12.20
Incipient Crack Identification in Beam
Structures Using the Slope of the
Anti-Resonance Curve
D.S. Wang,
H.P. Zhu and
B. He
12.40
Leak Location in a T-Shaped Pipe with
CFD Modelling
M. Taghvaei,
S.B.M. Beck,
W.J. Staszewski
and J.B. Boxall
13.00
LUNCH
11.00
Structural Integrity Monitoring of
Composite Pipes
N. Constantin,
A. Mihai,
M. Gavan,
S. Sorohan,
C. Dumitrascu and
V. Anghel
11.20
Damage Monitoring of Composite
Materials Using Pulsed Phase
Thermography and Thermoelastic
Stress Analysis
T.R. Emery and
J.M. Dulieu-Barton
11.40
Experience and Technologies in NDT of
Ropes
V. Carriatore,
A. Canova,
A. Vallan and
B. Vusini
12.00
A Novel Ultrasonic Technique to Detect
Damage Evolution in Quasi-Brittle
Materials
P. Antonaci,
P. Bocca,
D. Masera,
N. Pugno,
M. Scalerandi and
F. Sellone
12.20
Acoustic Techniques for Wind Turbine
Blade Monitoring
K. Burnham and
S.G. Pierce
12.40
Vibration-Based Damage Assessment
for Controller Reconfiguration:
Application to
an Oilpan
B. Peeters,
S. Kanev,
M. Verhaegen and
H. Van der Auweraer
13.00
LUNCH
DAY 27.06.2007 – h. 14.00 to 15.40
14.00
DAY 27.06.2007 – h. 14.00 to 15.40
KEYNOTE
Damage Assessment of Structures –
An Air Force Office of Scientific
Research Structural Mechanics
Perspective
V. Giurgiutiu
14.40 10B SESSION:
SYSTEM DIAGNOSIS - VIBRATION
BASED TECHINQUES
14.40 10A SESSION:
SYSTEM DIAGNOSIS - IMPACT
Chaired by A. BOVSUNOVSKY
Chaired by D. STORER
14.40
Effect of Impact-Fatigue on Damage in
Adhesive Joints
J.P. CasaRodriguez,
I.A. Ashcroft and
V. Silberschmidt
15.00
Robust Post-Accident Reconstruction of
Loading Forces
L. Jankowski, M.
Wiklo and J.
Holnicki-Szulc
15.20
Damage Assessment through Impact
Force History Recording
N. Constantin,
M. Gavan,
M. Sandu,
S. Sorohan and
V. Anghel
15.40
16.00
Effect of the Strain Rate on the
Mechanical Behaviour of Epoxy
Adhesives
COFFEE BREAK
L. Goglio,
M. Peroni and
M. Rossetto
14.40
Real-Time Flutter Detection from InFlight Vibration Data
T. Uhl and
M. Petko
15.00
Lateral Vibration of Footbridges under
Crowd-Loading: Continuous Crowd
Modeling Approach
J. Bodgi,
S. Erlicher and
P. Argoul
15.20
Reconstruction Problem of Reinforced
Concrete Beams under Harmonic
Excitations
S. Kokot and
Z. Zembaty
15.40
Active Vibration Control of a Cracked
Composite Beam by MSM Actuators
K. Majewska,
A. Zak and
W. Ostachowicz
16.00
COFFEE BREAK
> MAPS
Map of Torino centre with Social Event sites (red area is the zoom on the other map).
Gala Dinner
Mole Antonelliana
Cinema Museum
Conference site
AMMA
Hotel Sitea 4« Sup
Hotel Crimea 3«
200 m. out of map
Zoom map of the main Hotels and the Conference Site – AMMA (Centro Congressi Unione
Industriale)
Hotel Bologna 2«
Conference site
AMMA
Hotel
Gran Mogol 3«
Hotel Genova 3«
Hotel Luxor 3«
Hotel Genio 3«
Hotel Montevecchio 2«
Art Hotel Boston 4«
GTT TRANSPORT
From Porta Nuova Railway Station to NH Hotel (Gala Dinner)
Lines : n° 4 or 11 or 12 get off the bus/tramway at Duomo stop
From Porta Nuova Railway Station to Mole Antonelliana
Lines : n° 61 or any 4 / 11 / 12 + (any 13 / 15 / 55) get off the bus/tramway at S.Ottavio stop