Shear capacity of concrete members under monotonic and cyclic loading:
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Abschlussarbeit Buch |
| Sprache: | English |
| Veröffentlicht: |
Braunschweig
Technische Universität Braunschweig, iBMB
2019
|
| Schriftenreihe: | Institut für Baustoffe, Massivbau und Brandschutz der Technischen Universität Braunschweig
Heft 238 |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | VII, 145 Seiten 21 cm x 15 cm |
| ISBN: | 9783892882237 3892882231 |
Internformat
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| 100 | 1 | |a Javidmehr, Sara |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Shear capacity of concrete members under monotonic and cyclic loading |c Sara Javidmehr |
| 264 | 1 | |a Braunschweig |b Technische Universität Braunschweig, iBMB |c 2019 | |
| 300 | |a VII, 145 Seiten |c 21 cm x 15 cm | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 490 | 1 | |a Institut für Baustoffe, Massivbau und Brandschutz der Technischen Universität Braunschweig |v Heft 238 | |
| 502 | |b Dissertation |c Technische Universität Braunschweig |d 2019 | ||
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| 650 | 0 | 7 | |a Rissbildung |0 (DE-588)4050137-1 |2 gnd |9 rswk-swf |
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| 653 | |a Betonbauteil | ||
| 653 | |a Dauerbeanspruchung | ||
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Datensatz im Suchindex
| _version_ | 1804180550401916929 |
|---|---|
| adam_text | TABLE
OF
CONTENTS
PAGE
TABLE
OF
CONTENTS
I
NOTATIONS
IV
1
INTRODUCTION
1
1.1
BACKGROUND
1
1.2
AIM
AND
OBJECTIVES
2
1.3
OUTLINE
3
2
MONOTONIC
AND
CYCLIC
CONCRETE
TENSILE
BEHAVIOUR
5
2.1
UNIAXIAL
CONCRETE
TENSILE
BEHAVIOUR
5
2.1.1
TENSILE
CRACKING
AND
SOFTENING
BEHAVIOUR
5
2.1.2
PARAMETERS
OF
THE
CONCRETE
TENSILE
CURVE
8
2.1.3
FACTORS
AFFECTING
CONCRETE
TENSILE
STRENGTH
11
2.2
UNIAXIAL
CYCLIC
TENSILE
BEHAVIOUR
OF
CONCRETE
13
2.2.1
CONCRETE
BEHAVIOUR
UNDER
CYCLIC
TENSION
13
2.2.2
PARAMETERS
OF
THE
CYCLIC
CONCRETE
TENSILE
CURVE
15
2.3
CONCLUDING
REMARKS
18
3
EXPERIMENTAL
INVESTIGATION
OF
TENSILE
CYCLIC
DAMAGE
20
3.1
GENERAL
REMARKS
20
3.2
DATABASE
OF
CYCLIC
TENSILE
TESTS
20
3.2.1
OVERVIEW
OF
DATABASE
20
3.2.2
COMPARISON
OF
TENSILE
STRENGTH
VALUES
21
3.2.3
EVALUATION
OF
FATIGUE
TENSILE
STRENGTH
23
3.3
EXPERIMENTAL
INVESTIGATIONS
23
3.3.1
EXPERIMENTAL
PROGRAMME
AND
TESTS
SPECIMENS
23
3.3.2
TEST
SPECIMENS
AND
CONCRETE
24
3.3.3
TEST
SETUP
AND
TESTING
PROCEDURE
24
3.3.4
EVALUATION
OF
TEST
DATA
26
3.4
CONCLUDING
REMARKS
32
4
DIAGONAL
CRACKING
UNDER
MONOTONIC
AND
CYCLIC
LOADING
34
4.1
BEHAVIOUR
OF
CONCRETE
MEMBERS
UNDER
MONOTONIC
SHEAR
LOADS
34
4.1.1
STRESS
STATE
IN
CONCRETE
MEMBERS
AND
THEORETICAL
DIAGONAL
CRACKING
34
4.1.2 EXPERIMENTAL
DIAGONAL
CRACKING
36
4.1.3
INFLUENCING
PARAMETERS
ON
DIAGONAL
TENSION
UNDER
SHEAR
39
4.1.4 SHEAR
CAPACITY
UNDER
DIAGONAL
TENSION
AND
FURTHER
LOAD-BEARING
MECHANISMS
42
I
4.1.5
MECHANICAL
APPROACHES
FOR
EVALUATION
OF
MONOTONIC
DIAGONAL
CRACKING
LOAD
43
4.2
BEHAVIOUR
OF
CONCRETE
MEMBERS
UNDER
CYCLIC
SHEAR
LOADS
48
4.2.1
EXPERIMENTAL
INVESTIGATIONS
UNDER
COMBINED
FLEXURE
AND
SHEAR
48
4.2.2
MECHANICAL
APPROACHES
FOR
EVALUATION
OF
CYCLIC
DIAGONAL
CRACKING
LOAD
50
4.3
CONCLUDING
REMARKS
51
5
DATABASE
OF
SHEAR
TESTS
53
5.1
GENERAL
REMARKS
AND
SELECTION
CRITERIA
53
5.2
OVERVIEW
ON
DATABASE
54
5.3
LOCATION
AND
SHAPE
OF
CRITICAL
DIAGONAL
CRACK
57
5.4
EVALUATION
OF
DIAGONAL
CRACKING
LOAD
60
5.5
CONCLUDING
REMARKS
61
6
DIAGONAL
CRACKING
LOAD
UNDER
MONOTONIC
AND
CYCLIC
SHEAR
63
6.1
GENERAL
REMARKS
63
6.2
MONOTONIC
DIAGONAL
CRACKING
LOAD
OF
RC
MEMBERS
63
6.2.1
GENERAL
APPROACH
63
6.2.2
EVALUATION
OF
MECHANICAL
APPROACHES
65
6.2.3
MODIFIED
MECHANICAL
MODEL
68
6.3
DERIVED
MODEL
FOR
DIAGONAL
CRACKING
OF
PRESTRESSED
MEMBERS
70
6.4
DERIVED
MODEL
FOR
CYCLIC
DIAGONAL
CRACKING
72
6.5
CONCLUDING
REMARKS
77
7
NONLINEAR
FINITE
ELEMENT
EVALUATION
OF
DIAGONAL
CRACKING
79
7.1
SCOPE
AND
OBJECTIVES
79
7.2
MODELLING
ORTHOTROPIC
DAMAGE
IN
SHEAR
CRITICAL
MEMBERS
80
7.3
ELEMENT
SIZE
AND
CRACK
BAND
WIDTH
82
7.4
LOADING
AND
ANALYSIS
PROCEDURE
83
7.5
DESCRIPTION
OF
NUMERICAL
MODELS
84
7.5.1
GEOMETRY
AND
MODEL
DISCRETIZATION
84
7.5.2
MATERIAL
PARAMETERS
85
7.5.3
ANALYSIS
PROCEDURE
86
7.6
SCOPE
OF
REFERENCE
INVESTIGATIONS
87
7.6.1
MODELS
WITH
ROTATING
CRACKS
(R)
88
7.6.2
MODELS
WITH
FIXED
CRACKS
(F)
91
7.6.3
COMPARISON
OF
RESULTS
AND
PROVISIONAL
CONCLUSION
94
7.7
PROPOSED
ITERATIVE-INCREMENTAL
APPROACH
96
7.8
PROPOSED
ROTATING
TO
FIXED
CRACK
MODEL
(RF)
99
7.9
CONCLUDING
REMARKS
100
II
8
NUMERICAL
SIMULATION
OF
EXPERIMENTS
IN
SHEAR
DATABASE
102
8.1
OUTLINE
102
8.2
GENERAL
APPROACH
102
8.3
DIAGONAL
CRACKING
OF
RC
MEMBERS
UNDER
MONOTONIC
SHEAR
LOADS
103
8.3.1
DIAGONAL
CRACKING
AND
FAILURE
LOADS
103
8.3.2
LOAD-DISPLACEMENT
CURVES
AND
CRACK
PROPAGATION
105
8.3.3
BRITTLENESS
OF
CRITICAL
DIAGONAL
CRACKING
AND
PRIOR
NOTICE
110
8.4
EVALUATION
OF
THE
ROTATING
TO
FIXED
CRACK
MODEL
(RF
CRACK
MODEL)
114
8.4.1
DIAGONAL
CRACKING
AND
FAILURE
LOADS
114
8.4.2
PARAMETRIC
STUDY
119
8.5
FE
SIMULATION
OF
RC
MEMBERS
UNDER
CYCLIC
LOADING
123
8.6
CONCLUDING
REMARKS
126
9
PROPOSALS
FOR
EVALUATION
OF
SHEAR
CAPACITY
UNDER
MONOTONIC
AND
CYCLIC
LOADING
128
9.1
GENERAL
128
9.2
ANALYTICAL
APPROACH
128
9.3
NUMERICAL
APPROACH
131
9.4
CONCEPTUAL
APPROACHCONCEPTUAL
APPROACH
AND
RECOMMENDATIONS
133
10
CONCLUSIONS
AND
OUTLOOK
135
10.1
CONCLUSION
135
10.2
OUTLOOK
137
11
REFERENCES
138
APPENDIX
A:
DATABASE
OF
CYCLIC
TENSILE
TESTS
A-L
APPENDIX
B:
DOCUMENTATION
OF
CYCLIC
TENSILE
TESTS
B-L
B-L
CONCRETE
MIXTURE
B-L
B-2
CONCRETE
PROPERTIES
B-L
B-3
OVERVIEW
OF
RESULTS
B-2
B-4
FAILURE
SECTIONS
AND
SURFACES
B-3
APPENDIX
C:
SHEAR
DATABASE
C-L
C-L
CALCULATION
OF
CONCRETE
PROPERTIES
C-L
C-2
SHEAR
TESTS
ON
RC
MEMBERS
WITH
DIAGONAL
CRACKING
LOAD
(MRC-V)
C-3
C-3
SHEAR
TESTS
ON
RC
MEMBERS
WITH
CRACK
DETAIL
(MRC-D)
C-L
1
C-4
SHEAR
TESTS
ON
PC
MEMBERS
WITH
DIAGONAL
CRACKING
LOAD
(MPC)
C-L
7
C-5
SHEAR
TESTS
ON
RC
MEMBERS
UNDER
CYCLIC
LOADING
(CRC)
C-L
9
APPENDIX
D:
FINITE
ELEMENT
MODELS
D-L
D-L
INPUT
D-L
D-2
RESULTS
OF
BENCHMARK
MODELS
D-6
D-3
RESULTS
OF
MRC
BEAMS
D-9
III
|
| any_adam_object | 1 |
| author | Javidmehr, Sara |
| author_facet | Javidmehr, Sara |
| author_role | aut |
| author_sort | Javidmehr, Sara |
| author_variant | s j sj |
| building | Verbundindex |
| bvnumber | BV046183174 |
| classification_rvk | ZI 4000 |
| ctrlnum | (OCoLC)1286872044 (DE-599)DNB1194569633 |
| discipline | Maschinenbau / Maschinenwesen Bauingenieurwesen |
| format | Thesis Book |
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| id | DE-604.BV046183174 |
| illustrated | Not Illustrated |
| indexdate | 2024-07-10T08:37:33Z |
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| physical | VII, 145 Seiten 21 cm x 15 cm |
| publishDate | 2019 |
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| series2 | Institut für Baustoffe, Massivbau und Brandschutz der Technischen Universität Braunschweig |
| spelling | Javidmehr, Sara Verfasser aut Shear capacity of concrete members under monotonic and cyclic loading Sara Javidmehr Braunschweig Technische Universität Braunschweig, iBMB 2019 VII, 145 Seiten 21 cm x 15 cm txt rdacontent n rdamedia nc rdacarrier Institut für Baustoffe, Massivbau und Brandschutz der Technischen Universität Braunschweig Heft 238 Dissertation Technische Universität Braunschweig 2019 Querkraft (DE-588)4048054-9 gnd rswk-swf Tragfähigkeit (DE-588)4060581-4 gnd rswk-swf Rissbildung (DE-588)4050137-1 gnd rswk-swf Betonbauteil (DE-588)4125673-6 gnd rswk-swf Betonbauteil Dauerbeanspruchung Querkraft (DE-588)4113937-9 Hochschulschrift gnd-content Betonbauteil (DE-588)4125673-6 s Tragfähigkeit (DE-588)4060581-4 s Querkraft (DE-588)4048054-9 s Rissbildung (DE-588)4050137-1 s DE-604 Technische Universität Carolo-Wilhelmina zu Braunschweig Institut für Baustoffe, Massivbau und Brandschutz, Bibliothek (DE-588)1068111623 pbl Institut für Baustoffe, Massivbau und Brandschutz der Technischen Universität Braunschweig Heft 238 (DE-604)BV042399928 238 DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=031562691&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Javidmehr, Sara Shear capacity of concrete members under monotonic and cyclic loading Institut für Baustoffe, Massivbau und Brandschutz der Technischen Universität Braunschweig Querkraft (DE-588)4048054-9 gnd Tragfähigkeit (DE-588)4060581-4 gnd Rissbildung (DE-588)4050137-1 gnd Betonbauteil (DE-588)4125673-6 gnd |
| subject_GND | (DE-588)4048054-9 (DE-588)4060581-4 (DE-588)4050137-1 (DE-588)4125673-6 (DE-588)4113937-9 |
| title | Shear capacity of concrete members under monotonic and cyclic loading |
| title_auth | Shear capacity of concrete members under monotonic and cyclic loading |
| title_exact_search | Shear capacity of concrete members under monotonic and cyclic loading |
| title_full | Shear capacity of concrete members under monotonic and cyclic loading Sara Javidmehr |
| title_fullStr | Shear capacity of concrete members under monotonic and cyclic loading Sara Javidmehr |
| title_full_unstemmed | Shear capacity of concrete members under monotonic and cyclic loading Sara Javidmehr |
| title_short | Shear capacity of concrete members under monotonic and cyclic loading |
| title_sort | shear capacity of concrete members under monotonic and cyclic loading |
| topic | Querkraft (DE-588)4048054-9 gnd Tragfähigkeit (DE-588)4060581-4 gnd Rissbildung (DE-588)4050137-1 gnd Betonbauteil (DE-588)4125673-6 gnd |
| topic_facet | Querkraft Tragfähigkeit Rissbildung Betonbauteil Hochschulschrift |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=031562691&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV042399928 |
| work_keys_str_mv | AT javidmehrsara shearcapacityofconcretemembersundermonotonicandcyclicloading AT technischeuniversitatcarolowilhelminazubraunschweiginstitutfurbaustoffemassivbauundbrandschutzbibliothek shearcapacityofconcretemembersundermonotonicandcyclicloading |