Chemical Prestressing of Thin Concrete Elements with Carbon Textile Reinforcement:
Saved in:
| Main Author: | |
|---|---|
| Format: | Thesis Book |
| Language: | English |
| Published: |
Stuttgart
Fraunhofer IRB Verlag
2021
|
| Series: | Berichte des Instituts für Massivbau der Leibniz Universität Hannover
Heft 18 |
| Subjects: | |
| Online Access: | Inhaltstext Inhaltsverzeichnis |
| Physical Description: | 169 Seiten Illustrationen, Diagramme 21 cm x 14.8 cm |
| ISBN: | 9783738806342 3738806342 |
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MARC
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| 100 | 1 | |a Zdanowicz, Katarzyna |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Chemical Prestressing of Thin Concrete Elements with Carbon Textile Reinforcement |c Katarzyna Zdanowicz |
| 264 | 1 | |a Stuttgart |b Fraunhofer IRB Verlag |c 2021 | |
| 300 | |a 169 Seiten |b Illustrationen, Diagramme |c 21 cm x 14.8 cm | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 490 | 1 | |a Berichte des Instituts für Massivbau der Leibniz Universität Hannover |v Heft 18 | |
| 502 | |b Dissertation |c Gottfried Wilhelm Leibniz Universität Hannover |d 2021 | ||
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| 653 | |a Betonbau | ||
| 653 | |a Beton(vorgespannt) | ||
| 653 | |a Bauteil | ||
| 653 | |a Fassade | ||
| 653 | |a Textilbeton | ||
| 653 | |a Quellbeton | ||
| 653 | |a Betonelement | ||
| 653 | |a Betonprüfung | ||
| 653 | |a Textilbewehrung | ||
| 653 | |a Carbonbeton | ||
| 653 | |a Vorspannung | ||
| 653 | |a Chemische Vorspannung | ||
| 653 | |a Zugversuch | ||
| 653 | |a Biegeversuch | ||
| 653 | |a Bauforschung | ||
| 653 | |a Dissertation | ||
| 653 | |a Bauingenieure | ||
| 653 | |a Forschungseinrichtungen | ||
| 653 | |a Universitäten | ||
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Record in the Search Index
| _version_ | 1804182849190887424 |
|---|---|
| adam_text | CONTENTS
1
INTRODUCTION
17
1.1
MOTIVATION
....................................................................................
17
1.2
RESEARCH
OBJECTIVES
........................................................................
18
1.3
SCOPE
OF
THE
RESEARCH
.....................................................................
19
1.4
THESIS
OUTLINE
.....................................................................................
20
1
THEORY
23
2
CHEMICAL
PRESTRESSING
25
2.1
PHENOMENON
OF
CHEMICAL
PRESTRESSING
..............................................
25
2.2
HISTORY
..............................................................................................
26
2.3
FIELD
APPLICATIONS
...............................................................................
27
2.4
CODES
AND
GUIDELINES
.........................................................................
30
3
EXPANSIVE
MATERIALS
33
3.1
EXPANSIVE
CEMENTS
AND
ADMIXTURES
.................................................
33
3.2
FACTORS
INFLUENCING
EXPANSION
..........................................................
35
3.2.1
COMPATIBILITY
WITH
OTHER
MATERIALS
......................................
36
3.2.2
MIXING
TIME
AND
TEMPERATURE
..............................................
39
3.2.3
GEOMETRY
AND
RESTRAINT
.......................................................
40
3.2.4
WATER
CURING
AND
RE-EXPANSION
PHENOMENA
.....................
41
3.3
INFLUENCE
ON
COMPRESSIVE
STRENGTH
....................................................
43
3.4
INFLUENCE
ON
BENDING
CRACK
RESISTIVITY
..............................................
44
3.5
CREEP
OF
EXPANSIVE
CONCRETE
.............................................................
46
3.6
LONG-TERM
BEHAVIOUR
AND
DURABILITY
..............................................
47
3.7
MECHANISM
OF
EXPANSION
...................................................................
48
3.7.1
CRYSTAL
GROWTH
THEORY
.......................................................
49
3.7.2
SWELLING
THEORY
...................................................................
49
3.7.3
THEORY
OF
CRYSTALLIZATION
PRESSURE
......................................
50
9
10
II
EXPERIMENTAL
RESEARCH
53
4
EXPERIMENTAL
PROGRAMME
55
4.1
PROGRAMME
OF
EXPERIMENTAL
RESEARCH
..............................................
55
4.2
MATERIALS
AND
SPECIMENS
NOMENCLATURE
...........................................
56
4.2.1
CONCRETE
MIXTURES
................................................................
56
4.2.2
TEXTILE
REINFORCEMENT
.............................................................
56
4.3
SPECIMENS
...........................................................................................
57
4.3.1
NOMENCLATURE
.........................................................................
57
4.3.2
GEOMETRY
...............................................................................
57
5
CONCRETE
PARAMETERS
65
5.1
COMPRESSIVE
STRENGTH
.........................................................................
65
5.2
MODULUS
OF
ELASTICITY
.........................................................................
68
5.3
TENSILE
STRENGTH
...............................................................................
69
5.3.1
FLEXURAL
AND
DIRECT
TENSILE
STRENGTH
.....................................
70
6
EXPANSION
MEASUREMENTS
71
6.1
MEASUREMENT
METHODS
......................................................................
71
6.1.1
RESTRAINED
EXPANSION
TEST
.................................................
71
6.1.2
SURFACE
STRAIN
MEASUREMENTS
..............................................
72
6.1.3
VIBRATING
WIRE
STRAIN
SENSORS
..............................................
72
6.1.4
DISTRIBUTED
FIBRE
OPTIC
SENSORS
...........................................
73
6.2
RESULTS
OF
FREE
EXPANSION
MEASUREMENTS
........................................
75
6.3
RESULTS
OF
RET
MEASUREMENTS
..........................................................
76
6.4
RESULTS
OF
MEASUREMENTS
WITH
DFOS
..............................................
78
6.4.1
EXPANSION
OF
BEAMS
.............................................................
78
6.4.2
EXPANSION
OF
TENSILE
SPECIMENS
...........................................
83
6.4.3
EXPANSION
OF
SLABS
WITH
TEXTILE
REINFORCEMENT
...................
84
6.5
SUMMARY
...........................................................................................
88
7
PULL-OUT
AND
TENSILE
TESTS
91
7.1
PULL-OUT
TESTS
.....................................................................................
91
7.1.1
TEST
SETUP
...............................................................................
91
7.1.2
PULL-OUT
FORCE
-
CRACK
WIDTH
RELATIONSHIP
............................
92
7.1.3
MAXIMUM
BOND
STRENGTH
....................................................
96
7.2
TENSILE
TESTS
........................................................................................
97
7.2.1
TEST
SETUP
...............................................................................
97
7.2.2
TENSILE
STRENGTH
RESULTS
.......................................................
99
7.2.3
COEFFICIENT
OF
EFFICIENCY
..........................................................
99
7.2.4
CHEMICAL
PRESTRESS
OF
TENSILE
SPECIMENS
...........................
102
7.2.5
STRAINS
RESIDUUM
.................................................................
102
7.3
SUMMARY
.........................................................................................
104
11
7.3.1
SUMMARY
OF
PULL-OUT
TESTS
..................................................
104
7.3.2
SUMMARY
OF
TENSILE
TESTS
.....................................................
104
8
FLEXURAL
TESTS
105
8.1
BEAM
SPECIMENS
.............................................................................
105
8.1.1
TEST
SETUP
.............................................................................
105
8.1.2
LOAD-DISPLACEMENT
RELATIONSHIP
.........................................
107
8.1.3
CRACKING
PATTERN
.................................................................
109
8.1.4
CHEMICAL
PRESTRESS
OF
BEAM
SPECIMENS
.............................
ILL
8.2
MID-SCALE
SLABS
WITH
TEXTILE
REINFORCEMENT
...................................
112
8.2.1
TEST
SETUP
.............................................................................
112
8.2.2
LOAD-DISPLACEMENT
RELATIONSHIP
.........................................
113
8.2.3
CRACKING
PATTERN
AND
CRACK
SPACING
................................
114
8.3
LARGE-SCALE
SLAB
SPECIMENS
..............................................................
116
8.3.1
TEST
SETUP
.............................................................................
116
8.3.2
LOAD-DISPLACEMENT
RELATIONSHIP
.........................................
118
8.3.3
CRACKING
PATTERN
.................................................................
121
8.3.4
ANALYSIS
OF
PRESTRESS
...........................................................
126
8.4
SUMMARY
.........................................................................................
128
9
DISCUSSION
AND
CONCLUSIONS
131
9.1
FULFILLMENT
OF
RESEARCH
OBJECTIVES
..................................................
131
9.2
OVERALL
PERFORMANCE
INDEX
..............................................................
135
9.3
OUTLOOK
............................................................................................
136
A
LARGE
SLAB
SPECIMENS
-
ADDITIONAL
RESULTS
139
B
BEAM
SPECIMENS
-
ADDITIONAL
RESULTS
147
C
TENSILE
SPECIMENS
-
ADDITIONAL
RESULTS
149
LIST
OF
FIGURES
151
LIST
OF
TABLES
157
BIBLIOGRAPHY
159
|
| adam_txt |
CONTENTS
1
INTRODUCTION
17
1.1
MOTIVATION
.
17
1.2
RESEARCH
OBJECTIVES
.
18
1.3
SCOPE
OF
THE
RESEARCH
.
19
1.4
THESIS
OUTLINE
.
20
1
THEORY
23
2
CHEMICAL
PRESTRESSING
25
2.1
PHENOMENON
OF
CHEMICAL
PRESTRESSING
.
25
2.2
HISTORY
.
26
2.3
FIELD
APPLICATIONS
.
27
2.4
CODES
AND
GUIDELINES
.
30
3
EXPANSIVE
MATERIALS
33
3.1
EXPANSIVE
CEMENTS
AND
ADMIXTURES
.
33
3.2
FACTORS
INFLUENCING
EXPANSION
.
35
3.2.1
COMPATIBILITY
WITH
OTHER
MATERIALS
.
36
3.2.2
MIXING
TIME
AND
TEMPERATURE
.
39
3.2.3
GEOMETRY
AND
RESTRAINT
.
40
3.2.4
WATER
CURING
AND
RE-EXPANSION
PHENOMENA
.
41
3.3
INFLUENCE
ON
COMPRESSIVE
STRENGTH
.
43
3.4
INFLUENCE
ON
BENDING
CRACK
RESISTIVITY
.
44
3.5
CREEP
OF
EXPANSIVE
CONCRETE
.
46
3.6
LONG-TERM
BEHAVIOUR
AND
DURABILITY
.
47
3.7
MECHANISM
OF
EXPANSION
.
48
3.7.1
CRYSTAL
GROWTH
THEORY
.
49
3.7.2
SWELLING
THEORY
.
49
3.7.3
THEORY
OF
CRYSTALLIZATION
PRESSURE
.
50
9
10
II
EXPERIMENTAL
RESEARCH
53
4
EXPERIMENTAL
PROGRAMME
55
4.1
PROGRAMME
OF
EXPERIMENTAL
RESEARCH
.
55
4.2
MATERIALS
AND
SPECIMENS
NOMENCLATURE
.
56
4.2.1
CONCRETE
MIXTURES
.
56
4.2.2
TEXTILE
REINFORCEMENT
.
56
4.3
SPECIMENS
.
57
4.3.1
NOMENCLATURE
.
57
4.3.2
GEOMETRY
.
57
5
CONCRETE
PARAMETERS
65
5.1
COMPRESSIVE
STRENGTH
.
65
5.2
MODULUS
OF
ELASTICITY
.
68
5.3
TENSILE
STRENGTH
.
69
5.3.1
FLEXURAL
AND
DIRECT
TENSILE
STRENGTH
.
70
6
EXPANSION
MEASUREMENTS
71
6.1
MEASUREMENT
METHODS
.
71
6.1.1
RESTRAINED
EXPANSION
TEST
.
71
6.1.2
SURFACE
STRAIN
MEASUREMENTS
.
72
6.1.3
VIBRATING
WIRE
STRAIN
SENSORS
.
72
6.1.4
DISTRIBUTED
FIBRE
OPTIC
SENSORS
.
73
6.2
RESULTS
OF
FREE
EXPANSION
MEASUREMENTS
.
75
6.3
RESULTS
OF
RET
MEASUREMENTS
.
76
6.4
RESULTS
OF
MEASUREMENTS
WITH
DFOS
.
78
6.4.1
EXPANSION
OF
BEAMS
.
78
6.4.2
EXPANSION
OF
TENSILE
SPECIMENS
.
83
6.4.3
EXPANSION
OF
SLABS
WITH
TEXTILE
REINFORCEMENT
.
84
6.5
SUMMARY
.
88
7
PULL-OUT
AND
TENSILE
TESTS
91
7.1
PULL-OUT
TESTS
.
91
7.1.1
TEST
SETUP
.
91
7.1.2
PULL-OUT
FORCE
-
CRACK
WIDTH
RELATIONSHIP
.
92
7.1.3
MAXIMUM
BOND
STRENGTH
.
96
7.2
TENSILE
TESTS
.
97
7.2.1
TEST
SETUP
.
97
7.2.2
TENSILE
STRENGTH
RESULTS
.
99
7.2.3
COEFFICIENT
OF
EFFICIENCY
.
99
7.2.4
CHEMICAL
PRESTRESS
OF
TENSILE
SPECIMENS
.
102
7.2.5
STRAINS
RESIDUUM
.
102
7.3
SUMMARY
.
104
11
7.3.1
SUMMARY
OF
PULL-OUT
TESTS
.
104
7.3.2
SUMMARY
OF
TENSILE
TESTS
.
104
8
FLEXURAL
TESTS
105
8.1
BEAM
SPECIMENS
.
105
8.1.1
TEST
SETUP
.
105
8.1.2
LOAD-DISPLACEMENT
RELATIONSHIP
.
107
8.1.3
CRACKING
PATTERN
.
109
8.1.4
CHEMICAL
PRESTRESS
OF
BEAM
SPECIMENS
.
ILL
8.2
MID-SCALE
SLABS
WITH
TEXTILE
REINFORCEMENT
.
112
8.2.1
TEST
SETUP
.
112
8.2.2
LOAD-DISPLACEMENT
RELATIONSHIP
.
113
8.2.3
CRACKING
PATTERN
AND
CRACK
SPACING
.
114
8.3
LARGE-SCALE
SLAB
SPECIMENS
.
116
8.3.1
TEST
SETUP
.
116
8.3.2
LOAD-DISPLACEMENT
RELATIONSHIP
.
118
8.3.3
CRACKING
PATTERN
.
121
8.3.4
ANALYSIS
OF
PRESTRESS
.
126
8.4
SUMMARY
.
128
9
DISCUSSION
AND
CONCLUSIONS
131
9.1
FULFILLMENT
OF
RESEARCH
OBJECTIVES
.
131
9.2
OVERALL
PERFORMANCE
INDEX
.
135
9.3
OUTLOOK
.
136
A
LARGE
SLAB
SPECIMENS
-
ADDITIONAL
RESULTS
139
B
BEAM
SPECIMENS
-
ADDITIONAL
RESULTS
147
C
TENSILE
SPECIMENS
-
ADDITIONAL
RESULTS
149
LIST
OF
FIGURES
151
LIST
OF
TABLES
157
BIBLIOGRAPHY
159 |
| any_adam_object | 1 |
| any_adam_object_boolean | 1 |
| author | Zdanowicz, Katarzyna |
| author_facet | Zdanowicz, Katarzyna |
| author_role | aut |
| author_sort | Zdanowicz, Katarzyna |
| author_variant | k z kz |
| building | Verbundindex |
| bvnumber | BV047510491 |
| ctrlnum | (OCoLC)1284784182 (DE-599)DNB1235284344 |
| format | Thesis Book |
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| genre | (DE-588)4113937-9 Hochschulschrift gnd-content |
| genre_facet | Hochschulschrift |
| id | DE-604.BV047510491 |
| illustrated | Illustrated |
| index_date | 2024-07-03T18:21:40Z |
| indexdate | 2024-07-10T09:14:05Z |
| institution | BVB |
| institution_GND | (DE-588)4786605-6 |
| isbn | 9783738806342 3738806342 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-032911378 |
| oclc_num | 1284784182 |
| open_access_boolean | |
| owner | DE-706 |
| owner_facet | DE-706 |
| physical | 169 Seiten Illustrationen, Diagramme 21 cm x 14.8 cm |
| publishDate | 2021 |
| publishDateSearch | 2021 |
| publishDateSort | 2021 |
| publisher | Fraunhofer IRB Verlag |
| record_format | marc |
| series | Berichte des Instituts für Massivbau der Leibniz Universität Hannover |
| series2 | Berichte des Instituts für Massivbau der Leibniz Universität Hannover |
| spelling | Zdanowicz, Katarzyna Verfasser aut Chemical Prestressing of Thin Concrete Elements with Carbon Textile Reinforcement Katarzyna Zdanowicz Stuttgart Fraunhofer IRB Verlag 2021 169 Seiten Illustrationen, Diagramme 21 cm x 14.8 cm txt rdacontent n rdamedia nc rdacarrier Berichte des Instituts für Massivbau der Leibniz Universität Hannover Heft 18 Dissertation Gottfried Wilhelm Leibniz Universität Hannover 2021 Quellzement (DE-588)4313262-5 gnd rswk-swf Kohlenstofffaser (DE-588)4128150-0 gnd rswk-swf Betonbau (DE-588)4006115-2 gnd rswk-swf Betonprüfung (DE-588)4144994-0 gnd rswk-swf Vorspannung (DE-588)4188723-2 gnd rswk-swf Werkstoffprüfung (DE-588)4037934-6 gnd rswk-swf Textilbeton (DE-588)7573597-0 gnd rswk-swf Bewehrung (DE-588)4006325-2 gnd rswk-swf Schlankes Bauteil (DE-588)4338126-1 gnd rswk-swf Baustoff Faserbeton Betonbau Beton(vorgespannt) Bauteil Fassade Textilbeton Quellbeton Betonelement Betonprüfung Textilbewehrung Carbonbeton Vorspannung Chemische Vorspannung Zugversuch Biegeversuch Bauforschung Dissertation Bauingenieure Forschungseinrichtungen Universitäten Hochschulen Betonbaufirmen Betonfertigteil-Hersteller (DE-588)4113937-9 Hochschulschrift gnd-content Betonbau (DE-588)4006115-2 s Textilbeton (DE-588)7573597-0 s Betonprüfung (DE-588)4144994-0 s DE-604 Schlankes Bauteil (DE-588)4338126-1 s Bewehrung (DE-588)4006325-2 s Kohlenstofffaser (DE-588)4128150-0 s Vorspannung (DE-588)4188723-2 s Quellzement (DE-588)4313262-5 s Werkstoffprüfung (DE-588)4037934-6 s Fraunhofer IRB-Verlag (DE-588)4786605-6 pbl Erscheint auch als Online-Ausgabe 978-3-7388-0636-6 Berichte des Instituts für Massivbau der Leibniz Universität Hannover Heft 18 (DE-604)BV035420411 18 X:MVB text/html http://deposit.dnb.de/cgi-bin/dokserv?id=e3d3f54c23354e7489c9a8100815e263&prov=M&dok_var=1&dok_ext=htm Inhaltstext DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=032911378&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis 1\p vlb 20210612 DE-101 https://d-nb.info/provenance/plan#vlb |
| spellingShingle | Zdanowicz, Katarzyna Chemical Prestressing of Thin Concrete Elements with Carbon Textile Reinforcement Berichte des Instituts für Massivbau der Leibniz Universität Hannover Quellzement (DE-588)4313262-5 gnd Kohlenstofffaser (DE-588)4128150-0 gnd Betonbau (DE-588)4006115-2 gnd Betonprüfung (DE-588)4144994-0 gnd Vorspannung (DE-588)4188723-2 gnd Werkstoffprüfung (DE-588)4037934-6 gnd Textilbeton (DE-588)7573597-0 gnd Bewehrung (DE-588)4006325-2 gnd Schlankes Bauteil (DE-588)4338126-1 gnd |
| subject_GND | (DE-588)4313262-5 (DE-588)4128150-0 (DE-588)4006115-2 (DE-588)4144994-0 (DE-588)4188723-2 (DE-588)4037934-6 (DE-588)7573597-0 (DE-588)4006325-2 (DE-588)4338126-1 (DE-588)4113937-9 |
| title | Chemical Prestressing of Thin Concrete Elements with Carbon Textile Reinforcement |
| title_auth | Chemical Prestressing of Thin Concrete Elements with Carbon Textile Reinforcement |
| title_exact_search | Chemical Prestressing of Thin Concrete Elements with Carbon Textile Reinforcement |
| title_exact_search_txtP | Chemical Prestressing of Thin Concrete Elements with Carbon Textile Reinforcement |
| title_full | Chemical Prestressing of Thin Concrete Elements with Carbon Textile Reinforcement Katarzyna Zdanowicz |
| title_fullStr | Chemical Prestressing of Thin Concrete Elements with Carbon Textile Reinforcement Katarzyna Zdanowicz |
| title_full_unstemmed | Chemical Prestressing of Thin Concrete Elements with Carbon Textile Reinforcement Katarzyna Zdanowicz |
| title_short | Chemical Prestressing of Thin Concrete Elements with Carbon Textile Reinforcement |
| title_sort | chemical prestressing of thin concrete elements with carbon textile reinforcement |
| topic | Quellzement (DE-588)4313262-5 gnd Kohlenstofffaser (DE-588)4128150-0 gnd Betonbau (DE-588)4006115-2 gnd Betonprüfung (DE-588)4144994-0 gnd Vorspannung (DE-588)4188723-2 gnd Werkstoffprüfung (DE-588)4037934-6 gnd Textilbeton (DE-588)7573597-0 gnd Bewehrung (DE-588)4006325-2 gnd Schlankes Bauteil (DE-588)4338126-1 gnd |
| topic_facet | Quellzement Kohlenstofffaser Betonbau Betonprüfung Vorspannung Werkstoffprüfung Textilbeton Bewehrung Schlankes Bauteil Hochschulschrift |
| url | http://deposit.dnb.de/cgi-bin/dokserv?id=e3d3f54c23354e7489c9a8100815e263&prov=M&dok_var=1&dok_ext=htm http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=032911378&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV035420411 |
| work_keys_str_mv | AT zdanowiczkatarzyna chemicalprestressingofthinconcreteelementswithcarbontextilereinforcement AT fraunhoferirbverlag chemicalprestressingofthinconcreteelementswithcarbontextilereinforcement |