Postbuckling behavior of structures:
Saved in:
| Main Authors: | , |
|---|---|
| Format: | Book |
| Language: | English |
| Published: |
Wien [u.a.]
Springer
1975
|
| Series: | Courses and lectures / International Centre for Mechanical Sciences
236 |
| Subjects: | |
| Online Access: | Inhaltsverzeichnis |
| Physical Description: | 279 S. Ill, graph. Darst. |
| ISBN: | 3211813691 0387813691 |
Staff View
MARC
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| 100 | 1 | |a Esslinger, Maria |d 1913- |e Verfasser |0 (DE-588)122202627 |4 aut | |
| 245 | 1 | 0 | |a Postbuckling behavior of structures |c M. Esslinger ; B. Geier |
| 264 | 1 | |a Wien [u.a.] |b Springer |c 1975 | |
| 300 | |a 279 S. |b Ill, graph. Darst. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 490 | 1 | |a Courses and lectures / International Centre for Mechanical Sciences |v 236 | |
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Record in the Search Index
| _version_ | 1804116470801629184 |
|---|---|
| adam_text | IMAGE 1
CONTENTS
PAGE
1. INTRODUCTION 3
2. PLATES AND FOLDES STRUCTURES 10
2.1 RECTANGULAR PLATES 10
2.1.1 EFFECTIVE WIDTH 10
2.1.2 EXPERIMENTAL INVESTIGATIONS OF A THIN PANEL 12
2.1.3 THEORETICAL INVESTIGATIONS OF A PERFECT PANEL 20
2.1.4 PANEL AS ELEMENT OF A FOLDED STRUC
TURE 24
2.2 WELDED BOX BEAMS 28
2.2.1 PRELIMINARY REMARKS 28
2.2.2 EXPERIMENTAL INVESTIGATIONS 29
2.2.3 THEORETICAL INVESTIGATIONS 38
2.2.4 COMPARISON WITH RESULTS, OBTAINED FOR COLD FORMED SECTIONS 48
2.3 OPEN PROFILES OF COLD FORMED STEEL 49
2.3.1 PRELIMINARY REMARKS 49
2.32 EXPERIMENTAL INVESTIGATIONS 49
2.3.3 THEORETICAL INVESTIGATIONS 55
2.4 ARCHES UNDER BENDING 60
2.5 WEB SUBJECTED TO SHEAR 62
2.5.1 THE TENSION FIELD 62
2.5.2 THE FLANGES 65
2.5.3 THE STRUTS 65
2.5.4 APPLICATION 66
2.6 SOME REMARKS ON OPTIMIZATION 66
2.6.1 PRELIMINARY REMARKS 66
2.6.2 PERFECT STRUCTURES 67
2.6.3 IMPERFECT STRUCTURES 71
2.6.4 STABILITY IN THE INITIAL POSTBUCKLING REGION 75
3. THIN-WALLED CIRCULAR CYLINDERS 82
3.1 ISOTROPIC CYLINDERS UNDER EXTERNAL PRESSURE 82
3.1.1 EXPERIMENTAL INVESTIGATIONS 82
3.1.2 THEORETICAL INVESTIGATIONS OF PER FECT CYLINDERS 88
3.1.3 THEORETICAL INVESTIGATIONS OF IMPER FECT CYLINDERS 91
3.2 ISOTROPIC CYLINDER UNDER AXIAL LOAD 1 01
3.2.1 PRELIMINARY REMARKS 101
IMAGE 2
AGE
102
109
116
122
124 130
132
135 L40 140
144 148
157 157 158
3.2.2 EXPERIMENTAL INVESTIGATIONS OF STABLE EQUILIBRIUM STATES 3.2.3
THEORETICAL INVESTIGATIONS OF STABLE EQUILIBRIUM STATES
3.2.4 EXPERIMENTAL INVESTIGATIONS OF DIS TURBED CYLINDERS 3.2.5
EXPERIMENTAL INVESTIGATIONS OF UN STABLE EQUILIBRIUM STATES 3.2.6
THEORETICAL INVESTIGATIONS OF UN
STABLE EQUILIBRIUM STATES 3.2.7 CONCLUDING REMARKS
3.3 SHORT ISOTROPIC CYLINDER UNDER AXIAL LOAD
3.4 ISOTROPIC CYLINDERS UNDER TORSION
3.5 ORTHOTROPIC CYLINDERS 3.5.1 INTRODUCTION
3.5.2 CYLINDER UNDER EXTERNAL HYDROSTATIC PRESSURE 3.5.3 CYLINDER UNDER
AXIAL LOAD
3.6 DISCRETELY STIFFENED CYLINDERS 3.6.1 PRELIMINARY REMARKS 3.6.2
AXIALLY LOADED CYLINDERS 3.6.3 CYLINDERS SUBJECTED TO EXTERNAL
HYDROSTATIC PRESSURE 163
3.7 ISOTROPIC CYLINDERS UNDER COMBINED AXIAL LOAD AN INTERNAL PRESSURE
169
3.7.1 EXPERIMENTAL INVESTIGATIONS 3.7.2 THEORETICAL INVESTIGATIONS 174
3.8 ISOTROPIC CYLINDERS UNDER COMBINED AXIAL LOAD AND EXTERNAL PRESSURE
L8L
3.8.1 BUCKLING INVESTIGATIONS 181
3.8.2 POSTBUCKLING INVESTIGATIONS L8L
3.9 AXIALLY LOADED CYLINDERS BUCKLING IN THE PLASTIC REGION 186
3.9-1 PRELIMINARY REMARKS 3.9*2 CIRCULAR CYLINDRICAL TUBES WITH LOW
YIELD LIMIT 187
3.9*3 CIRCULAR CYLINDRICAL TUBES WITH HIGH YIELD LIMIT 193
3.9-^1 CHANNEL SECTION WITH CLOSING PLATE 195
SPHERICAL SHELL 202
4.1 INITIAL IMPERFECTION SENSITIVITY 202
4.2 COMPLETE SPHERE 204
IMAGE 3
PAGE
4.2.1 TEST SPECIMENS 204
4.2.2 EXPERIMENTAL EQUIPMENT AND PROCEDURES 205 4.2.3 EXPERIMENTAL
RESULTS 208
4.2.4 THEORETICAL RESULTS 216
4.2.5 DISCUSSION OF THE EXPERIMENTAL AND
THEORETICAL RESULTS 220
4.3 SPHERICAL CAPS
4.3.1 BUCKLING INVESTIGATIONS 222
4.3-2 POSTBUCKLING INVESTIGATIONS 223
ANALYSIS 230
5.1 CYLINDRICAL SHELLS 230
5.1.1 NOTATIONS 230
5.1.2 DIFFERENTIAL EQUATIONS 233
5.1.3 SURVEY ON SOME PROVEN SOLUTION
METHODS 243
5.1.4 SERIES EXPANSION 246
5.1.5 SOLUTION OF THE COMPATIBILITY CON DITION 251
5.1.6 SOLUTION OF THE EQUILIBRIUM CONDITION 254
5.1.7 SHORTENING AND POTENTIAL ENERGY 256
5.1.8 EXECUTION OF CALCULATIONS 258
5.2 SPHERICAL SHELLS 260
5.2.1 NOTATIONS
5.2.2 SURVEY 26 2
5.2.3 BASIC EQUATIONS 263
5.2.4 COMPATIBILITY EQUATION 265
5.2.5 TOTAL POTENTIAL ENERGY 265
5.2.6 MATCHING CONDITIONS 271
5.2.7 METHOD OF SOLUTION 271
5.2.8 NUMERICAL RESULTS 273
|
| any_adam_object | 1 |
| author | Esslinger, Maria 1913- Geier, Bodo |
| author_GND | (DE-588)122202627 |
| author_facet | Esslinger, Maria 1913- Geier, Bodo |
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| author_sort | Esslinger, Maria 1913- |
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| building | Verbundindex |
| bvnumber | BV002021468 |
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| callnumber-subject | TA - General and Civil Engineering |
| ctrlnum | (OCoLC)2652616 (DE-599)BVBBV002021468 |
| dewey-full | 624/.171 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624/.171 |
| dewey-search | 624/.171 |
| dewey-sort | 3624 3171 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| format | Book |
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| id | DE-604.BV002021468 |
| illustrated | Illustrated |
| indexdate | 2024-07-09T15:39:01Z |
| institution | BVB |
| isbn | 3211813691 0387813691 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-001320536 |
| oclc_num | 2652616 |
| open_access_boolean | |
| owner | DE-91 DE-BY-TUM DE-91G DE-BY-TUM DE-83 DE-706 |
| owner_facet | DE-91 DE-BY-TUM DE-91G DE-BY-TUM DE-83 DE-706 |
| physical | 279 S. Ill, graph. Darst. |
| psigel | TUB-nveb |
| publishDate | 1975 |
| publishDateSearch | 1975 |
| publishDateSort | 1975 |
| publisher | Springer |
| record_format | marc |
| series2 | Courses and lectures / International Centre for Mechanical Sciences |
| spelling | Esslinger, Maria 1913- Verfasser (DE-588)122202627 aut Postbuckling behavior of structures M. Esslinger ; B. Geier Wien [u.a.] Springer 1975 279 S. Ill, graph. Darst. txt rdacontent n rdamedia nc rdacarrier Courses and lectures / International Centre for Mechanical Sciences 236 Buckling (Mechanics) Dünne Schale (DE-588)4150826-9 gnd rswk-swf Dünne Schale (DE-588)4150826-9 s DE-604 Geier, Bodo Verfasser aut International Centre for Mechanical Sciences Courses and lectures 236 (DE-604)BV000015032 236 OEBV Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=001320536&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Esslinger, Maria 1913- Geier, Bodo Postbuckling behavior of structures Buckling (Mechanics) Dünne Schale (DE-588)4150826-9 gnd |
| subject_GND | (DE-588)4150826-9 |
| title | Postbuckling behavior of structures |
| title_auth | Postbuckling behavior of structures |
| title_exact_search | Postbuckling behavior of structures |
| title_full | Postbuckling behavior of structures M. Esslinger ; B. Geier |
| title_fullStr | Postbuckling behavior of structures M. Esslinger ; B. Geier |
| title_full_unstemmed | Postbuckling behavior of structures M. Esslinger ; B. Geier |
| title_short | Postbuckling behavior of structures |
| title_sort | postbuckling behavior of structures |
| topic | Buckling (Mechanics) Dünne Schale (DE-588)4150826-9 gnd |
| topic_facet | Buckling (Mechanics) Dünne Schale |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=001320536&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV000015032 |
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