Buckling of steel shells European design recommendations ; [Eurocode 3, Part 1 - 6]
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| Format: | Buch |
|---|---|
| Sprache: | English |
| Veröffentlicht: |
Brussels
2008
|
| Ausgabe: | 5. ed. |
| Schriftenreihe: | European Convention for Constructional Steelwork
125 |
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| Online-Zugang: | Inhaltsverzeichnis |
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| 245 | 1 | 0 | |a Buckling of steel shells |b European design recommendations ; [Eurocode 3, Part 1 - 6] |c ECCS TC8 TWG 8.4 Shells. [Eds.: John Michael Rotter ...] |
| 250 | |a 5. ed. | ||
| 264 | 1 | |a Brussels |c 2008 | |
| 300 | |a 384 S. |b graph. Darst. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 490 | 1 | |a European Convention for Constructional Steelwork |v 125 | |
| 650 | 4 | |a Building, Iron and steel | |
| 650 | 4 | |a Shells (Engineering) | |
| 700 | 1 | |a Rotter, John Michael |e Sonstige |4 oth | |
| 830 | 0 | |a European Convention for Constructional Steelwork |v 125 |w (DE-604)BV008853499 |9 125 | |
| 856 | 4 | 2 | |m HBZ Datenaustausch |q application/pdf |u http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=016735440&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |3 Inhaltsverzeichnis |
| 999 | |a oai:aleph.bib-bvb.de:BVB01-016735440 | ||
Datensatz im Suchindex
| DE-BY-TUM_call_number | 0002/BAU 500 2008 A 9370 |
|---|---|
| DE-BY-TUM_katkey | 1647715 |
| DE-BY-TUM_media_number | 040090398539 |
| _version_ | 1816712838948847616 |
| adam_text | Titel: Buckling of steel shells
Autor: Rotter, John Michael
Jahr: 2008
Contents
CONTENTS
1. INTRODUCTION......................................................................................................11
2. SCOPE AND FIELD OF APPLICATION..............................................................13
2.1 Types of structure.....................................................................................................13
2.2 Types of connected elements...................................................................................13
2.3 Types of loading.......................................................................................................13
2.4 Steel grades..............................................................................................................13
2.5 Possible joint configurations....................................................................................13
2.6 Types of fasteners.....................................................................................................16
2.6.1 Bolts.................................................................................................................16
2.6.2 Welds................................................................................................................17
2.7 Types of connections................................................................................................17
2.8 Reference code.........................................................................................................19
3. JOINT MODELLING FOR FRAME ANALYSIS AND DESIGN
REQUIREMENTS.................................................................................................................21
3.1 General.....................................................................................................................21
3.2 EC 3 classification system........................................................................................21
3.2.1 Classification by stiffness................................................................................21
3.2.2 Classification by strength.................................................................................23
3.3 EC 3 joint modelling................................................................................................24
3.4 Simple joint modelling.............................................................................................25
3.5 Summary of design requirements.............................................................................27
4. PRACTICAL WAYS TO SATISFY THE DUCTILITY AND ROTATION
REQUIREMENTS.................................................................................................................29
4.1 General principles....................................................................................................29
4.1.1 Header plate connection...................................................................................32
4.1.1.1 Design requirements for sufficient rotation capacity................................32
4.1.1.2 Design requirements for sufficient joint ductility.....................................33
4.1.1.3 Conclusions...............................................................................................37
4.1.2 Fin plate connection.........................................................................................39
European Recommendations for the Design of Simple Joints in Steel Structures
4.1.2.1 Design requirements for sufficient rotation capacity................................39
4.1.2.2 Design requirements for sufficient joint ductility.....................................41
4.1.3 Web cleat connection.......................................................................................43
4.1.3.1 General......................................................................................................43
4A.3.2 Design requirements..................................................................................43
5. GEOMETRY OF THE THREE CONNECTION TYPES.....................................45
5.1 Symbols....................................................................................................................45
5.1.1 General notation...............................................................................................45
5.1.2 Particular notation for header plate connections..............................................46
5.1.3 Particular notation for fin plate connections....................................................47
5.1.4 Particular notation for cleat web connections..................................................48
5.2 Geometrical requirements........................................................................................49
6. DESIGN SHEETS......................................................................................................51
6.1 General.....................................................................................................................51
6.2 Design sheet for connections with a header plate....................................................51
6.2.1 Requirements to ensure the safety of the approach..........................................51
6.2.2 Resistance to shear forces................................................................................52
6.2.3 Resistance to tying forces.................................................................................56
6.3 Design sheet for connections with a fin plate..........................................................57
6.3.1 Requirements to ensure sufficient rotation capacity........................................57
6.3.2 Requirements to avoid premature weld failure................................................57
6.3.3 Resistance to shear forces................................................................................5g
6.3.4 Requirements to allow a plastic redistribution of internal forces....................63
6.3.5 Resistance to tying forces.................................................................................64
6.4 Design sheet for connections with web cleats..........................................................66
7. WORKED EXAMPLES............................................................................................67
7.1 Header plate connection............................................... 67
7.1.1 Geometrical and mechanical data............................................. 67
7.1.2 Ductility and rotation requirements.................................................. 69
7.1.3 Joint shear resistance.................................... 70
7.1.4 Design check..................................................... 72
8
Contents
7.1.5 Joint tying resistance........................................................................................72
7.2 Fin plate connection.................................................................................................74
7.2.1 Geometrical and mechanical data....................................................................74
7.2.2 Requirements to ensure sufficient rotation capacity........................................76
7.2.3 Requirements to avoid premature weld failure................................................76
7.2.4 Joint shear resistance........................................................................................77
7.2.5 Requirements to ensure the safety of the shear design rules............................81
7.2.6 Design check....................................................................................................81
7.2.7 Joint tying resistance........................................................................................81
8. REFERENCES...........................................................................................................85
9. ANNEX 1 : PRACTICAL VALUES FOR (^required...............................................87
10. ANNEX 2: VALUES FOR FPLT................................................................................89
|
| adam_txt |
Titel: Buckling of steel shells
Autor: Rotter, John Michael
Jahr: 2008
Contents
CONTENTS
1. INTRODUCTION.11
2. SCOPE AND FIELD OF APPLICATION.13
2.1 Types of structure.13
2.2 Types of connected elements.13
2.3 Types of loading.13
2.4 Steel grades.13
2.5 Possible joint configurations.13
2.6 Types of fasteners.16
2.6.1 Bolts.16
2.6.2 Welds.17
2.7 Types of connections.17
2.8 Reference code.19
3. JOINT MODELLING FOR FRAME ANALYSIS AND DESIGN
REQUIREMENTS.21
3.1 General.21
3.2 EC 3 classification system.21
3.2.1 Classification by stiffness.21
3.2.2 Classification by strength.23
3.3 EC 3 joint modelling.24
3.4 Simple joint modelling.25
3.5 Summary of design requirements.27
4. PRACTICAL WAYS TO SATISFY THE DUCTILITY AND ROTATION
REQUIREMENTS.29
4.1 General principles.29
4.1.1 Header plate connection.32
4.1.1.1 Design requirements for sufficient rotation capacity.32
4.1.1.2 Design requirements for sufficient joint ductility.33
4.1.1.3 Conclusions.37
4.1.2 Fin plate connection.39
European Recommendations for the Design of Simple Joints in Steel Structures
4.1.2.1 Design requirements for sufficient rotation capacity.39
4.1.2.2 Design requirements for sufficient joint ductility.41
4.1.3 Web cleat connection.43
4.1.3.1 General.43
4A.3.2 Design requirements.43
5. GEOMETRY OF THE THREE CONNECTION TYPES.45
5.1 Symbols.45
5.1.1 General notation.45
5.1.2 Particular notation for header plate connections.46
5.1.3 Particular notation for fin plate connections.47
5.1.4 Particular notation for cleat web connections.48
5.2 Geometrical requirements.49
6. DESIGN SHEETS.51
6.1 General.51
6.2 Design sheet for connections with a header plate.51
6.2.1 Requirements to ensure the safety of the approach.51
6.2.2 Resistance to shear forces.52
6.2.3 Resistance to tying forces.56
6.3 Design sheet for connections with a fin plate.57
6.3.1 Requirements to ensure sufficient rotation capacity.57
6.3.2 Requirements to avoid premature weld failure.57
6.3.3 Resistance to shear forces.5g
6.3.4 Requirements to allow a plastic redistribution of internal forces.63
6.3.5 Resistance to tying forces.64
6.4 Design sheet for connections with web cleats.66
7. WORKED EXAMPLES.67
7.1 Header plate connection. 67
7.1.1 Geometrical and mechanical data. 67
7.1.2 Ductility and rotation requirements. 69
7.1.3 Joint shear resistance. 70
7.1.4 Design check. 72
8
Contents
7.1.5 Joint tying resistance.72
7.2 Fin plate connection.74
7.2.1 Geometrical and mechanical data.74
7.2.2 Requirements to ensure sufficient rotation capacity.76
7.2.3 Requirements to avoid premature weld failure.76
7.2.4 Joint shear resistance.77
7.2.5 Requirements to ensure the safety of the shear design rules.81
7.2.6 Design check.81
7.2.7 Joint tying resistance.81
8. REFERENCES.85
9. ANNEX 1 : PRACTICAL VALUES FOR (^required.87
10. ANNEX 2: VALUES FOR FPLT.89 |
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| id | DE-604.BV035067004 |
| illustrated | Illustrated |
| index_date | 2024-07-02T22:02:40Z |
| indexdate | 2024-11-25T17:26:05Z |
| institution | BVB |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-016735440 |
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| owner_facet | DE-91 DE-BY-TUM DE-83 DE-Aug4 |
| physical | 384 S. graph. Darst. |
| publishDate | 2008 |
| publishDateSearch | 2008 |
| publishDateSort | 2008 |
| record_format | marc |
| series | European Convention for Constructional Steelwork |
| series2 | European Convention for Constructional Steelwork |
| spellingShingle | Buckling of steel shells European design recommendations ; [Eurocode 3, Part 1 - 6] European Convention for Constructional Steelwork Building, Iron and steel Shells (Engineering) |
| title | Buckling of steel shells European design recommendations ; [Eurocode 3, Part 1 - 6] |
| title_auth | Buckling of steel shells European design recommendations ; [Eurocode 3, Part 1 - 6] |
| title_exact_search | Buckling of steel shells European design recommendations ; [Eurocode 3, Part 1 - 6] |
| title_exact_search_txtP | Buckling of steel shells European design recommendations ; [Eurocode 3, Part 1 - 6] |
| title_full | Buckling of steel shells European design recommendations ; [Eurocode 3, Part 1 - 6] ECCS TC8 TWG 8.4 Shells. [Eds.: John Michael Rotter ...] |
| title_fullStr | Buckling of steel shells European design recommendations ; [Eurocode 3, Part 1 - 6] ECCS TC8 TWG 8.4 Shells. [Eds.: John Michael Rotter ...] |
| title_full_unstemmed | Buckling of steel shells European design recommendations ; [Eurocode 3, Part 1 - 6] ECCS TC8 TWG 8.4 Shells. [Eds.: John Michael Rotter ...] |
| title_short | Buckling of steel shells |
| title_sort | buckling of steel shells european design recommendations eurocode 3 part 1 6 |
| title_sub | European design recommendations ; [Eurocode 3, Part 1 - 6] |
| topic | Building, Iron and steel Shells (Engineering) |
| topic_facet | Building, Iron and steel Shells (Engineering) |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=016735440&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
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