Reliability of vibration-based nondestructive inspection methods for damage detection in structural engineering:
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| 1. Verfasser: | |
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| Format: | Abschlussarbeit Buch |
| Sprache: | English |
| Veröffentlicht: |
Ilmtal-Weinstraße
Bauhaus Universitätsverlag
[2019]
|
| Schriftenreihe: | Schriftenreihe des DFG-Graduiertenkollegs 1462 Modellqualitäten
Heft 20 |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | xxxii, 295 Seiten Illustrationen, Diagramme 30 cm |
| ISBN: | 9783957732804 |
Internformat
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| 245 | 1 | 0 | |a Reliability of vibration-based nondestructive inspection methods for damage detection in structural engineering |c vorgelegt von Maher Deeb |
| 264 | 1 | |a Ilmtal-Weinstraße |b Bauhaus Universitätsverlag |c [2019] | |
| 300 | |a xxxii, 295 Seiten |b Illustrationen, Diagramme |c 30 cm | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 490 | 1 | |a Schriftenreihe des DFG-Graduiertenkollegs 1462 Modellqualitäten |v Heft 20 | |
| 502 | |b Dissertation |c Bauhaus-Universität Weimar |d 2018 | ||
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Datensatz im Suchindex
| _version_ | 1804184413138845696 |
|---|---|
| adam_text | CONTENT
DIE
EHRENWORTLICHE
ERKLARUNG
II
ACKNOWLEDGMENTS
III
ZUSAMMENFASSUNG
V
ABSTRACT
IX
CONTENT
XVII
LIST
OF
SYMBOLS
XVIII
LIST
OF
FIGURES
XXIX
LIST
OF
TABLES
1
1
INTRODUCTION
2
1.1
MOTIVATION
.....................................................................................................................
2
1.2
METHODOLOGY
...............................................................................................................
4
1.3
OUTLINE
...........................................................................................................................
6
2
STATE
OF
THE
ART
8
2.1
DAMAGE
.........................................................................................................................
8
2.1.1
DAMAGE
AND
DAMAGE
IDENTIFICATION
...............................................................
8
2.1.2
TYPES
OF
DAMAGE
............................................................................................
9
2.1.3
DAMAGE
MODELING
............................................................................................
11
2.1.4
DAMAGE
DETECTION
INSPECTION
METHODS
.......................................................
18
XIII
CONTENT
XIV
2.2
THE
RELIABILITY
OF
AN
INSPECTION
METHOD
....................................................................
26
2.2.1
RELIABILITY
.........................................................................................................
26
2.2.2
DESIGN
OF
EXPERIMENTS
...................................................................................
26
2.2.3
PROBABILITY
OF
DETECTION
................................................................................
29
2.3
MODEL
QUALITY
...............................................................................................................
30
2.3.1
MODELS
...............................................................................................................
30
2.3.2
UNCERTAINTY
......................................................................................................
31
2.3.3
MODEL
QUALITY
ASSESSMENT
METHODS
..............................................................
33
2.4
CONCLUSION
......................................................................................................................
35
3
STRATEGY
FOR
RELIABILITY
ASSESSMENT
37
3.1
OVERVIEW
.........................................................................................................................
37
3.2
PROBLEM
DEFINITION
......................................................................................................
39
3.3
DESIGN
OF
EXPERIMENT
...................................................................................................
42
3.4
SENSITIVITY
ANALYSIS
......................................................................................................
50
3.4.1
DOE
BASED
ON
NUMERICAL
MODEL
QUALITY
AND
SENSITIVITY
ANALYSIS
............
51
3.4.2
META-MODELING
................................................................................................
54
3.4.3
CHOOSING
THE
TERMS
OF
A
META-MODEL
............................................................
55
3.4.4
META-MODEL
FOR
SENSITIVITY
ANALYSIS
..............................................................
57
3.5
MODEL
UPDATING
............................................................................................................
62
3.5.1
BAYESIAN
INFERENCE
..........................................................................................
63
3.5.2
PRIOR
DENSITY
FUNCTION
....................................................................................
64
3.5.3
LIKELIHOOD
FUNCTION
..........................................................................................
65
3.5.4
POSTERIOR
DENSITY
FUNCTION
.............................................................................
69
3.6
THE
RELIABILITY
OF
AN
INSPECTION
METHOD
....................................................................
74
3.6.1
DAMAGE
INDICATOR
.............................................................................................
75
3.6.2
PROBABILITY
OF
DAMAGE
DETECTION
....................................................................
75
3.7
MODEL
QUALITY
AND
INSPECTION
METHOD
RELIABILITY
.....................................................
80
4
NUMERICAL
STUDY:
THREE
DEGREES
OF
FREEDOM
FRAME
LIKE
STRUCTURE
82
CONTENT
XV
4.1
INTRODUCTION
...................................................................................................................
82
4.2
PROBLEM
DEFINITION
......................................................................................................
82
4.3
DESIGN
OF
EXPERIMENTS
................................................................................................
84
4.4
SENSITIVITY
ANALYSIS
RESULTS
..........................................................................................
86
4.5
MODEL
UPDATING
RESULTS
................................................................................................
92
4.6
RELIABILITY
OF
THE
INSPECTION
METHOD
..........................................................................
92
4.6.1
DAMAGE
INDICATOR
.............................................................................................
92
4.6.2
DAMAGE
LOCATION
.............................................................................................
94
4.6.3
PROBABILITY
OF
DETECTION
CURVES
.......................................................................
95
5
EXPERIMENTAL
STUDY
98
5.1
STEEL
FRAME
STRUCTURE
...................................................................................................
98
5.1.1
INTRODUCTION
......................................................................................................
98
5.1.2
PROBLEM
DEFINITION
AND
EXPERIMENTAL
TEST
SETUP
..........................................
98
5.1.3
MODAL
PARAMETERS
...............................................................................................
103
5.1.4
RESULTS
UNDER
HARMONIC
EXCITATIONS
................................................................
105
5.1.5
NUMERICAL
STUDY
...............................................................................................
114
5.1.6
DESIGN
OF
EXPERIMENTS
......................................................................................
130
5.1.7
SENSITIVITY
ANALYSIS
............................................................................................
131
5.1.8
MODEL
UPDATING
..................................................................................................
132
5.1.9
ASSESSMENT
OF
THE
INSPECTION
METHOD
.............................................................
132
5.1.10
CONCLUSION
...........................................................................................................
139
5.2
CANTILEVER
........................................................................................................................
140
5.2.1
INTRODUCTION
........................................................................................................
140
5.2.2
PROBLEM
DEFINITION
AND
TEST
SETUP
.....................................................................
140
5.2.3
TEST
RESULTS
........................................................................................................
143
5.2.4
NUMERICAL
MODEL
...............................................................................................
155
5.2.5
DESIGN
OF
EXPERIMENTS
......................................................................................
169
5.2.6
SENSITIVITY
ANALYSIS
............................................................................................
171
5.2.7
MODEL
UPDATING
..................................................................................................
171
CONTENT
XVI
5.2.8
ASSESSMENT
OF
THE
INSPECTION
METHOD
...............................................................
173
5.2.9
CONCLUSION
............................................................................................................
177
6
REFERENCE
OBJECT:
POLE
178
6.1
INTRODUCTION
.....................................................................................................................
178
6.2
PROBLEM
DEFINITION
AND
TEST
SETUP
................................................................................
178
6.3
TEST
RESULTS
.....................................................................................................................
182
6.4
NUMERICAL
MODEL
............................................................................................................
183
6.5
DESIGN
OF
EXPERIMENTS
..................................................................................................
190
6.6
SENSITIVITY
ANALYSIS
........................................................................................................
201
6.7
MODEL
UPDATING
...............................................................................................................
203
6.8
ASSESSMENT
OF
THE
INSPECTION
METHOD
..........................................................................
205
6.9
CONCLUSION
........................................................................................................................
214
7
DISCUSSION
215
7.1
INTRODUCTION
.....................................................................................................................
215
7.2
QUALITY
ASSESSMENT:
LIMITATION
AND
IMPROVEMENT
.....................................................
216
7.2.1
ASSESSMENT
PROCEDURE
..................................................................................
216
7.2.2
ASSESSMENT
RESULTS
............................................................................................
216
7.3
CONCLUSION
........................................................................................................................
222
8
CONCLUSION
AND
OUTLOOK
225
REFERENCES
240
A
MATLAB
IMPLEMENTATIONS
241
A.
L
BAYESIAN
MODEL
UPDATING
..............................................................................................
241
A.
2
SAMPLING
FROM
A
UNIFORM
DISTRIBUTION
FUNCTION
...........................................................
246
A.
3
SAMPLING
FROM
ANY
DISTRIBUTION
FUNCTION
USING
THE
INVERSE
METHOD
........................
247
A.
4
PROBABILITY
OF
DETECTION
.................................................................................................
247
A.
5
DEVELOPING
META-MODELS
AND
SELECTING
THEIR
TERMS
...................................................
249
CONTENT
XVII
B
FINITE
ELEMENT
MODELS
(LS
DYNA
REDUCED
INPUT)
254
B.
L
STEEL
FRAME
STRUCTURE
.....................................................................................................
254
B.2
CANTILEVER
PVC
WITH
CABLES
...........................................................................................
267
B.3
CANTILEVER
PVC
WITH
DAMPERS
........................................................................................
273
B.
4
POLE
................................................................................................................................
281
C
SYSTEM
IDENTIFICATION
290
C.
L
SYSTEM
IDENTIFICATION
BY
APPLYING
THE
STOCHASTIC
SUBSPACE
IDENTIFICATION
(SSI)
METHOD
USING
MACEC
................................................................................................
290
|
| adam_txt |
CONTENT
DIE
EHRENWORTLICHE
ERKLARUNG
II
ACKNOWLEDGMENTS
III
ZUSAMMENFASSUNG
V
ABSTRACT
IX
CONTENT
XVII
LIST
OF
SYMBOLS
XVIII
LIST
OF
FIGURES
XXIX
LIST
OF
TABLES
1
1
INTRODUCTION
2
1.1
MOTIVATION
.
2
1.2
METHODOLOGY
.
4
1.3
OUTLINE
.
6
2
STATE
OF
THE
ART
8
2.1
DAMAGE
.
8
2.1.1
DAMAGE
AND
DAMAGE
IDENTIFICATION
.
8
2.1.2
TYPES
OF
DAMAGE
.
9
2.1.3
DAMAGE
MODELING
.
11
2.1.4
DAMAGE
DETECTION
INSPECTION
METHODS
.
18
XIII
CONTENT
XIV
2.2
THE
RELIABILITY
OF
AN
INSPECTION
METHOD
.
26
2.2.1
RELIABILITY
.
26
2.2.2
DESIGN
OF
EXPERIMENTS
.
26
2.2.3
PROBABILITY
OF
DETECTION
.
29
2.3
MODEL
QUALITY
.
30
2.3.1
MODELS
.
30
2.3.2
UNCERTAINTY
.
31
2.3.3
MODEL
QUALITY
ASSESSMENT
METHODS
.
33
2.4
CONCLUSION
.
35
3
STRATEGY
FOR
RELIABILITY
ASSESSMENT
37
3.1
OVERVIEW
.
37
3.2
PROBLEM
DEFINITION
.
39
3.3
DESIGN
OF
EXPERIMENT
.
42
3.4
SENSITIVITY
ANALYSIS
.
50
3.4.1
DOE
BASED
ON
NUMERICAL
MODEL
QUALITY
AND
SENSITIVITY
ANALYSIS
.
51
3.4.2
META-MODELING
.
54
3.4.3
CHOOSING
THE
TERMS
OF
A
META-MODEL
.
55
3.4.4
META-MODEL
FOR
SENSITIVITY
ANALYSIS
.
57
3.5
MODEL
UPDATING
.
62
3.5.1
BAYESIAN
INFERENCE
.
63
3.5.2
PRIOR
DENSITY
FUNCTION
.
64
3.5.3
LIKELIHOOD
FUNCTION
.
65
3.5.4
POSTERIOR
DENSITY
FUNCTION
.
69
3.6
THE
RELIABILITY
OF
AN
INSPECTION
METHOD
.
74
3.6.1
DAMAGE
INDICATOR
.
75
3.6.2
PROBABILITY
OF
DAMAGE
DETECTION
.
75
3.7
MODEL
QUALITY
AND
INSPECTION
METHOD
RELIABILITY
.
80
4
NUMERICAL
STUDY:
THREE
DEGREES
OF
FREEDOM
FRAME
LIKE
STRUCTURE
82
CONTENT
XV
4.1
INTRODUCTION
.
82
4.2
PROBLEM
DEFINITION
.
82
4.3
DESIGN
OF
EXPERIMENTS
.
84
4.4
SENSITIVITY
ANALYSIS
RESULTS
.
86
4.5
MODEL
UPDATING
RESULTS
.
92
4.6
RELIABILITY
OF
THE
INSPECTION
METHOD
.
92
4.6.1
DAMAGE
INDICATOR
.
92
4.6.2
DAMAGE
LOCATION
.
94
4.6.3
PROBABILITY
OF
DETECTION
CURVES
.
95
5
EXPERIMENTAL
STUDY
98
5.1
STEEL
FRAME
STRUCTURE
.
98
5.1.1
INTRODUCTION
.
98
5.1.2
PROBLEM
DEFINITION
AND
EXPERIMENTAL
TEST
SETUP
.
98
5.1.3
MODAL
PARAMETERS
.
103
5.1.4
RESULTS
UNDER
HARMONIC
EXCITATIONS
.
105
5.1.5
NUMERICAL
STUDY
.
114
5.1.6
DESIGN
OF
EXPERIMENTS
.
130
5.1.7
SENSITIVITY
ANALYSIS
.
131
5.1.8
MODEL
UPDATING
.
132
5.1.9
ASSESSMENT
OF
THE
INSPECTION
METHOD
.
132
5.1.10
CONCLUSION
.
139
5.2
CANTILEVER
.
140
5.2.1
INTRODUCTION
.
140
5.2.2
PROBLEM
DEFINITION
AND
TEST
SETUP
.
140
5.2.3
TEST
RESULTS
.
143
5.2.4
NUMERICAL
MODEL
.
155
5.2.5
DESIGN
OF
EXPERIMENTS
.
169
5.2.6
SENSITIVITY
ANALYSIS
.
171
5.2.7
MODEL
UPDATING
.
171
CONTENT
XVI
5.2.8
ASSESSMENT
OF
THE
INSPECTION
METHOD
.
173
5.2.9
CONCLUSION
.
177
6
REFERENCE
OBJECT:
POLE
178
6.1
INTRODUCTION
.
178
6.2
PROBLEM
DEFINITION
AND
TEST
SETUP
.
178
6.3
TEST
RESULTS
.
182
6.4
NUMERICAL
MODEL
.
183
6.5
DESIGN
OF
EXPERIMENTS
.
190
6.6
SENSITIVITY
ANALYSIS
.
201
6.7
MODEL
UPDATING
.
203
6.8
ASSESSMENT
OF
THE
INSPECTION
METHOD
.
205
6.9
CONCLUSION
.
214
7
DISCUSSION
215
7.1
INTRODUCTION
.
215
7.2
QUALITY
ASSESSMENT:
LIMITATION
AND
IMPROVEMENT
.
216
7.2.1
ASSESSMENT
PROCEDURE
.
216
7.2.2
ASSESSMENT
RESULTS
.
216
7.3
CONCLUSION
.
222
8
CONCLUSION
AND
OUTLOOK
225
REFERENCES
240
A
MATLAB
IMPLEMENTATIONS
241
A.
L
BAYESIAN
MODEL
UPDATING
.
241
A.
2
SAMPLING
FROM
A
UNIFORM
DISTRIBUTION
FUNCTION
.
246
A.
3
SAMPLING
FROM
ANY
DISTRIBUTION
FUNCTION
USING
THE
INVERSE
METHOD
.
247
A.
4
PROBABILITY
OF
DETECTION
.
247
A.
5
DEVELOPING
META-MODELS
AND
SELECTING
THEIR
TERMS
.
249
CONTENT
XVII
B
FINITE
ELEMENT
MODELS
(LS
DYNA
REDUCED
INPUT)
254
B.
L
STEEL
FRAME
STRUCTURE
.
254
B.2
CANTILEVER
PVC
WITH
CABLES
.
267
B.3
CANTILEVER
PVC
WITH
DAMPERS
.
273
B.
4
POLE
.
281
C
SYSTEM
IDENTIFICATION
290
C.
L
SYSTEM
IDENTIFICATION
BY
APPLYING
THE
STOCHASTIC
SUBSPACE
IDENTIFICATION
(SSI)
METHOD
USING
MACEC
.
290 |
| any_adam_object | 1 |
| any_adam_object_boolean | 1 |
| author | Deeb, Maher 1984- |
| author_GND | (DE-588)1205762280 |
| author_facet | Deeb, Maher 1984- |
| author_role | aut |
| author_sort | Deeb, Maher 1984- |
| author_variant | m d md |
| building | Verbundindex |
| bvnumber | BV048467101 |
| classification_rvk | ZM 3700 |
| ctrlnum | (OCoLC)1165398788 (DE-599)DNB1200556968 |
| discipline | Werkstoffwissenschaften / Fertigungstechnik |
| discipline_str_mv | Werkstoffwissenschaften / Fertigungstechnik |
| format | Thesis Book |
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| genre | (DE-588)4113937-9 Hochschulschrift gnd-content |
| genre_facet | Hochschulschrift |
| id | DE-604.BV048467101 |
| illustrated | Illustrated |
| index_date | 2024-07-03T20:35:40Z |
| indexdate | 2024-07-10T09:38:56Z |
| institution | BVB |
| isbn | 9783957732804 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-033844980 |
| oclc_num | 1165398788 |
| open_access_boolean | |
| owner | DE-83 |
| owner_facet | DE-83 |
| physical | xxxii, 295 Seiten Illustrationen, Diagramme 30 cm |
| publishDate | 2019 |
| publishDateSearch | 2019 |
| publishDateSort | 2019 |
| publisher | Bauhaus Universitätsverlag |
| record_format | marc |
| series | Schriftenreihe des DFG-Graduiertenkollegs 1462 Modellqualitäten |
| series2 | Schriftenreihe des DFG-Graduiertenkollegs 1462 Modellqualitäten |
| spelling | Deeb, Maher 1984- Verfasser (DE-588)1205762280 aut Reliability of vibration-based nondestructive inspection methods for damage detection in structural engineering vorgelegt von Maher Deeb Ilmtal-Weinstraße Bauhaus Universitätsverlag [2019] xxxii, 295 Seiten Illustrationen, Diagramme 30 cm txt rdacontent n rdamedia nc rdacarrier Schriftenreihe des DFG-Graduiertenkollegs 1462 Modellqualitäten Heft 20 Dissertation Bauhaus-Universität Weimar 2018 Schadenfrüherkennung (DE-588)4179292-0 gnd rswk-swf Modalanalyse (DE-588)4226177-6 gnd rswk-swf Zerstörungsfreie Werkstoffprüfung (DE-588)4067689-4 gnd rswk-swf Bauwerk (DE-588)4112681-6 gnd rswk-swf Technische Überwachung (DE-588)4059237-6 gnd rswk-swf Tragwerk (DE-588)4060592-9 gnd rswk-swf Zuverlässigkeit (DE-588)4059245-5 gnd rswk-swf Stochastisches Modell (DE-588)4057633-4 gnd rswk-swf (DE-588)4113937-9 Hochschulschrift gnd-content Tragwerk (DE-588)4060592-9 s Schadenfrüherkennung (DE-588)4179292-0 s Zuverlässigkeit (DE-588)4059245-5 s Zerstörungsfreie Werkstoffprüfung (DE-588)4067689-4 s Modalanalyse (DE-588)4226177-6 s Stochastisches Modell (DE-588)4057633-4 s DE-604 Bauwerk (DE-588)4112681-6 s Technische Überwachung (DE-588)4059237-6 s Schriftenreihe des DFG-Graduiertenkollegs 1462 Modellqualitäten Heft 20 (DE-604)BV039163733 20 DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=033844980&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Deeb, Maher 1984- Reliability of vibration-based nondestructive inspection methods for damage detection in structural engineering Schriftenreihe des DFG-Graduiertenkollegs 1462 Modellqualitäten Schadenfrüherkennung (DE-588)4179292-0 gnd Modalanalyse (DE-588)4226177-6 gnd Zerstörungsfreie Werkstoffprüfung (DE-588)4067689-4 gnd Bauwerk (DE-588)4112681-6 gnd Technische Überwachung (DE-588)4059237-6 gnd Tragwerk (DE-588)4060592-9 gnd Zuverlässigkeit (DE-588)4059245-5 gnd Stochastisches Modell (DE-588)4057633-4 gnd |
| subject_GND | (DE-588)4179292-0 (DE-588)4226177-6 (DE-588)4067689-4 (DE-588)4112681-6 (DE-588)4059237-6 (DE-588)4060592-9 (DE-588)4059245-5 (DE-588)4057633-4 (DE-588)4113937-9 |
| title | Reliability of vibration-based nondestructive inspection methods for damage detection in structural engineering |
| title_auth | Reliability of vibration-based nondestructive inspection methods for damage detection in structural engineering |
| title_exact_search | Reliability of vibration-based nondestructive inspection methods for damage detection in structural engineering |
| title_exact_search_txtP | Reliability of vibration-based nondestructive inspection methods for damage detection in structural engineering |
| title_full | Reliability of vibration-based nondestructive inspection methods for damage detection in structural engineering vorgelegt von Maher Deeb |
| title_fullStr | Reliability of vibration-based nondestructive inspection methods for damage detection in structural engineering vorgelegt von Maher Deeb |
| title_full_unstemmed | Reliability of vibration-based nondestructive inspection methods for damage detection in structural engineering vorgelegt von Maher Deeb |
| title_short | Reliability of vibration-based nondestructive inspection methods for damage detection in structural engineering |
| title_sort | reliability of vibration based nondestructive inspection methods for damage detection in structural engineering |
| topic | Schadenfrüherkennung (DE-588)4179292-0 gnd Modalanalyse (DE-588)4226177-6 gnd Zerstörungsfreie Werkstoffprüfung (DE-588)4067689-4 gnd Bauwerk (DE-588)4112681-6 gnd Technische Überwachung (DE-588)4059237-6 gnd Tragwerk (DE-588)4060592-9 gnd Zuverlässigkeit (DE-588)4059245-5 gnd Stochastisches Modell (DE-588)4057633-4 gnd |
| topic_facet | Schadenfrüherkennung Modalanalyse Zerstörungsfreie Werkstoffprüfung Bauwerk Technische Überwachung Tragwerk Zuverlässigkeit Stochastisches Modell Hochschulschrift |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=033844980&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV039163733 |
| work_keys_str_mv | AT deebmaher reliabilityofvibrationbasednondestructiveinspectionmethodsfordamagedetectioninstructuralengineering |