Steel fiber reinforced concrete under concentrated load
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Körperschaft: | |
| Format: | Abschlussarbeit Buch |
| Sprache: | English |
| Veröffentlicht: |
Berlin ; Wien ; Zürich
Beuth Verlag GmbH
2019
|
| Ausgabe: | 1. Auflage |
| Schriftenreihe: | Deutscher Ausschuss für Stahlbeton
Heft 633 |
| Schlagworte: | |
| Online-Zugang: | http://www.beuth.de/cmd?level=tpl-langanzeige&websource=vlb&smoid=309102065 Inhaltsverzeichnis Inhaltsverzeichnis |
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| 100 | 1 | |a Song, Fanbing |d 1980- |e Verfasser |0 (DE-588)1013516729 |4 aut | |
| 245 | 1 | 0 | |a Steel fiber reinforced concrete under concentrated load |c von Fanbing Song ; Herausgeber: Deutscher Ausschuss für Stahlbeton e.V. - DAfStb |
| 250 | |a 1. Auflage | ||
| 264 | 1 | |a Berlin ; Wien ; Zürich |b Beuth Verlag GmbH |c 2019 | |
| 300 | |a 173 Seiten |b Illustrationen |c 30 cm, 602 g | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 490 | 1 | |a Deutscher Ausschuss für Stahlbeton |v Heft 633 | |
| 502 | |b Dissertation |c Ruhr-Universität Bochum |d 2014 | ||
| 650 | 0 | 7 | |a Einzellast |0 (DE-588)4464549-1 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Tragfähigkeit |0 (DE-588)4060581-4 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Bruchverhalten |0 (DE-588)4121051-7 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Stahlfaserbetonbauteil |0 (DE-588)4556109-6 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Stahlfaserbeton |0 (DE-588)4210215-7 |2 gnd |9 rswk-swf |
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| 653 | |a )Unsewn / adhesive bound | ||
| 653 | |a 91.100.30: Beton. Betonfertigteile | ||
| 653 | |a 1680: Hardcover, Softcover / Technik | ||
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| 689 | 0 | 2 | |a Tragfähigkeit |0 (DE-588)4060581-4 |D s |
| 689 | 0 | 3 | |a Bruchverhalten |0 (DE-588)4121051-7 |D s |
| 689 | 0 | |5 DE-604 | |
| 689 | 1 | 0 | |a Stahlfaserbeton |0 (DE-588)4210215-7 |D s |
| 689 | 1 | 1 | |a Einzellast |0 (DE-588)4464549-1 |D s |
| 689 | 1 | 2 | |a Tragfähigkeit |0 (DE-588)4060581-4 |D s |
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| 943 | 1 | |a oai:aleph.bib-bvb.de:BVB01-032713458 | |
Datensatz im Suchindex
| _version_ | 1819678485319254016 |
|---|---|
| adam_text | TABLE
OF
CONTENTS
1
INTRODUCTION
............................................................................................................................................
4
1.1
BACKGROUND
AND
MOTIVATION
..........................................................................................................
4
1.2
OBJECTIVE
AND
STRATEGY
....................................................................................................................
4
2
STATE
OF
THE
ART
......................................................................................................................................
6
2.1
STEEL
FIBER
REINFORCED
CONCRETE
(SFRC)
........................................................................................
6
2.1.1
INTRODUCTION
............................................................................................................................
6
2.1.2
CLASSIFICATION
OF
STEEL
FIBERS
..................................................................................................
6
2.1.3
PULLOUT
BEHAVIOR
OF
SINGLE
STEEL
FIBER
....................................................................................
8
2.1.4
FIBER
DISTRIBUTION
AND
ORIENTATION
........................................................................................
16
2.1.5
DESIGN
AND
PRODUCTION
OF
SFRC
MIXTURE
............................................................................
19
2.1.6
PROPERTIES
OF
STEEL
FIBER
REINFORCED
CONCRETE
.....................................................................
21
2.1.6.1
PROPERTIES
OF
FRESH
SFRC
............................................................................................
21
2.1.6.2
PROPERTIES
OF
HARDENED
SFRC
....................................................................................
21
2.2
CONCRETE
UNDER
CONCENTRATED
LOAD
.............................................................................................
26
2.2.1
INTRODUCTION
..........................................................................................................................
26
2.2.2
ANALYSIS
OF
TENSILE
STRESSES
................................................................................................
28
2.2.2.1
PLANE
CASE
OF
CONCENTRATED
LOADING
...........................................................................
28
2
2.2.2
SPATIAL
CASE
OF
CONCENTRATED
LOADING
..........................................................................
33
2.2.3
INVESTIGATION
OF
LOAD-BEARING
CAPACITY
................................................................................
38
2.2.3.1
EXPERIMENTAL
INVESTIGATIONS
.........................................................................................
38
2.2.3
2
ANALYTICAL
AND
NUMERICAL
INVESTIGATIONS
......................................................................
48
2.3
SFRC
UNDER
CONCENTRATED
LOAD
.................................................................................................
51
3
EXPERIMENTAL
RESEARCH
.........................................................................................................................
54
3.1
SCOPE
OF
EXPERIMENTAL
RESEARCH
................................................................................................
54
3.2
MATERIALS
AND
SPECIMENS
............................................................................................................
54
3.3
EXPERIMENTAL
TESTS
.......................................................................................................................
58
3.3.1
STANDARD
TESTS
......................................................................................................................
58
3.3.2
FIBER
CONCENTRATION
AND
ORIENTATION
...................................................................................
58
3.3.3
CONCENTRATED
LOADING
TESTS
.................................................................................................60
3.4
HYBRID
CONCRETE
SYSTEM
..............................................................................................................
62
3.5
EXPERIMENTAL
PROGRAM
................................................................................................................
64
4
RESULTS
OF
EXPERIMENTAL
INVESTIGATIONS
...............................................................................................
70
4.1
PROPERTIES
OF
FRESH
AND
HARDENED
CONCRETES
.............................................................................
70
4.2
CONCENTRATED
LOADING
TESTS
.........................................................................................................
71
4.2.1
INFLUENCE
OF
AREA
RATIO
AND
CONCRETE
STRENGTH
....................................................................
71
4.2.2
INFLUENCE
OF
SPECIMEN
DIMENSION
......................................................................................
80
4.2.3
INFLUENCE
OF
FIBER
PROPERTY
....................................................................................................87
4.2.4
INFLUENCE
OF
FIBER
CONCENTRATION
AND
COMBINATION
.............................................................. 94
4.2.5
INFLUENCE
OF
FIBER
ORIENTATION
..............................................................................................
103
4.2.6
INFLUENCE
OF
ECCENTRICITY
OF
LOAD
.........................................................................................
112
4.2.7
HYBRID
CONCRETE
SYSTEM
.....................................................................................................
122
5
CONCLUSIONS
AND
FUTURE
PERSPECTIVES
................................................................................................
135
5.1
CONCLUSIONS
................................................................................................................................
135
5.2
FUTURE
PERSPECTIVES
AND
PRACTICAL
RECOMMENDATIONS
..............................................................
139
6
REFERENCES
..........................................................................................................................................
142
7
APPENDIX
A
..........................................................................................................................................
153
8
APPENDIX
B
..........................................................................................................................................
168
|
| any_adam_object | 1 |
| author | Song, Fanbing 1980- |
| author_GND | (DE-588)1013516729 |
| author_corporate | Deutscher Ausschuss für Stahlbeton |
| author_corporate_role | edt |
| author_facet | Song, Fanbing 1980- Deutscher Ausschuss für Stahlbeton |
| author_role | aut |
| author_sort | Song, Fanbing 1980- |
| author_variant | f s fs |
| building | Verbundindex |
| bvnumber | BV047310484 |
| ctrlnum | (OCoLC)1102645517 (DE-599)DNB1187096962 |
| dewey-full | 624.18341 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.18341 |
| dewey-search | 624.18341 |
| dewey-sort | 3624.18341 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| edition | 1. Auflage |
| format | Thesis Book |
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| genre | (DE-588)4113937-9 Hochschulschrift gnd-content |
| genre_facet | Hochschulschrift |
| id | DE-604.BV047310484 |
| illustrated | Illustrated |
| indexdate | 2024-12-24T08:45:11Z |
| institution | BVB |
| institution_GND | (DE-588)5149361-5 (DE-588)2179028-0 |
| isbn | 9783410658085 3410658084 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-032713458 |
| oclc_num | 1102645517 |
| open_access_boolean | |
| owner | DE-B768 |
| owner_facet | DE-B768 |
| physical | 173 Seiten Illustrationen 30 cm, 602 g |
| publishDate | 2019 |
| publishDateSearch | 2019 |
| publishDateSort | 2019 |
| publisher | Beuth Verlag GmbH |
| record_format | marc |
| series | Deutscher Ausschuss für Stahlbeton |
| series2 | Deutscher Ausschuss für Stahlbeton |
| spellingShingle | Song, Fanbing 1980- Steel fiber reinforced concrete under concentrated load Deutscher Ausschuss für Stahlbeton Einzellast (DE-588)4464549-1 gnd Tragfähigkeit (DE-588)4060581-4 gnd Bruchverhalten (DE-588)4121051-7 gnd Stahlfaserbetonbauteil (DE-588)4556109-6 gnd Stahlfaserbeton (DE-588)4210215-7 gnd |
| subject_GND | (DE-588)4464549-1 (DE-588)4060581-4 (DE-588)4121051-7 (DE-588)4556109-6 (DE-588)4210215-7 (DE-588)4113937-9 |
| title | Steel fiber reinforced concrete under concentrated load |
| title_auth | Steel fiber reinforced concrete under concentrated load |
| title_exact_search | Steel fiber reinforced concrete under concentrated load |
| title_full | Steel fiber reinforced concrete under concentrated load von Fanbing Song ; Herausgeber: Deutscher Ausschuss für Stahlbeton e.V. - DAfStb |
| title_fullStr | Steel fiber reinforced concrete under concentrated load von Fanbing Song ; Herausgeber: Deutscher Ausschuss für Stahlbeton e.V. - DAfStb |
| title_full_unstemmed | Steel fiber reinforced concrete under concentrated load von Fanbing Song ; Herausgeber: Deutscher Ausschuss für Stahlbeton e.V. - DAfStb |
| title_short | Steel fiber reinforced concrete under concentrated load |
| title_sort | steel fiber reinforced concrete under concentrated load |
| topic | Einzellast (DE-588)4464549-1 gnd Tragfähigkeit (DE-588)4060581-4 gnd Bruchverhalten (DE-588)4121051-7 gnd Stahlfaserbetonbauteil (DE-588)4556109-6 gnd Stahlfaserbeton (DE-588)4210215-7 gnd |
| topic_facet | Einzellast Tragfähigkeit Bruchverhalten Stahlfaserbetonbauteil Stahlfaserbeton Hochschulschrift |
| url | http://www.beuth.de/cmd?level=tpl-langanzeige&websource=vlb&smoid=309102065 http://d-nb.info/1187096962/04 http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=032713458&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV000004241 |
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