Handbook of mechanical stability in engineering: (in 3 volumes) 3 More challenges in stability theories and codification problems
Gespeichert in:
Hauptverfasser: | , |
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Format: | Buch |
Sprache: | English Russian |
Veröffentlicht: |
Singapore [u.a.]
World Scientific Publ.
2013
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Schlagworte: | |
Online-Zugang: | Inhaltsverzeichnis |
Beschreibung: | XXVIII, 6 S., S. 1189 - 1539 Ill., graph. Darst. |
ISBN: | 9789814383790 |
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245 | 1 | 0 | |a Handbook of mechanical stability in engineering |b (in 3 volumes) |n 3 |p More challenges in stability theories and codification problems |c Anatoly V. Perelmuter ; Vladimir Slivker |
264 | 1 | |a Singapore [u.a.] |b World Scientific Publ. |c 2013 | |
300 | |a XXVIII, 6 S., S. 1189 - 1539 |b Ill., graph. Darst. | ||
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999 | |a oai:aleph.bib-bvb.de:BVB01-026175143 |
Datensatz im Suchindex
_version_ | 1804150626230206464 |
---|---|
adam_text | CONTENTS
Preface
—
Vol.
1
to Vol.
3 xiii
Acknowledgments
—
Vol.
1
to Vol.
3 xxi
Contents
—
Vol.
1
to Vol.
3 xxiii
About the Authors
xxvii
17.
Stability of Inelastic Systems
1189
17.1
A Long Way to Modern Concepts
..............1189
17.1.1
Stability of bar subjected to axial compression
. . .1190
17.1.1.1
Concept of reduced-modulus critical
stresses
...................1191
17.1.1.2
Concept of tangent-modulus critical
stresses
...................1198
17.1.1.3
Shanley s column
..............1199
17.1.1.4
Analysis of buckling process at initial
values of load, different from
tangent-modulus load
...........1206
17.1.2
Influence of initial imperfections
...........1207
17.1.3
General remarks to Shanley s theory
........1211
17.1.4
Analysis of behavior of Shanley s column under
action of small perturbations
.............1213
17.2
Elastoplastic Bar Subjected to Bending
and Compression
........................1218
17.2.1
Considerations regarding the approach to solution
of practical problem
.................1218
17.2.2
Role played by lateral load
..............1221
17.2.3
Role played by residual stresses
...........1225
VJl
viii
Handbook of Mechanical Stability in Engineering
17.3
Elastoplastic Bar of I-Section
.................1228
17.3.1
Elastic core of bar made of ideal
elastoplastic material
.................1229
17.3.2
Three stages of section s behavior
..........1229
17.3.2.1
Section s elastic behavior
.........1231
17.3.2.2
Single-sided yield stage
..........1231
17.3.2.3
Double-sided yield stage
..........1232
17.3.3
Shapes of bar equilibrium
..............1233
17.3.3.1
Description of the second shape
of equilibrium
................1236
17.3.3.2
Critical state
................1238
17.4
Bar Systems Method of Two Design Sections
........1239
17.4.1
State equations for bars of system
..........1242
17.4.1.1
First and second design sections
.....1243
17.4.1.2
State equations for bars of system
. . . .1244
17.4.1.3
System s equilibrium
............1246
17.4.1.4
System state curve and repellence
curve
....................1247
17.4.1.5
Varied state of equilibrium of bar
.....1249
17.4.1.6
Instantaneous stiffness matrix and secant
stiffness matrix of bar
...........1253
17.4.2
Example
........................1255
17.5
Semi-empirical and Approximate Analytic Formulas
.... 1259
17.6
Lat erai-Torsionai
Buckling of Bars Subjected
to Bending
...........................1265
17.7
Final Notes to Chapter
17..................1269
18.
Stability at Creep
1273
18.1
Creep Phenomenon: Necessary General Information
.... 1274
18.1.1
Linear theory of hereditary creep
..........1276
18.2
Simplest Problems of Creep Stability
............1280
18.2.1
Critical time
......................1280
18.2.2
Shanley s column under creep conditions
......1281
18.2.2.1
Flow theory
.................1282
18.2.2.2
Linear hereditary creep
..........1284
18.2.3
Buckling of imperfect viscoelastic bar
........1286
18.2.3.1
Bar as a system with one degree
of freedom
.................1286
18.2.4
Dynamic analysis of viscoelastic bar s stability
. . . 1291
Contents
їх
18.3
Other Approaches and Criteria
................1294
18.4
Final Notes to Chapter
18 ..................1296
19.
Dynamic Stability
1299
19.1
Dynamic Longitudinal Bending
................1299
19.1.1
Dynamic compression of straight bar
........1300
19.1.2
Particular cases and possible simplifications
. . . .1303
19.1.3
Wave process concept
—
Wave-like behavior
of axial force variation in the bar
..........1305
19.1.3.1
Example
1 .................1305
19.1.3.2
Example
2 .................1310
19.1.4
Analysis of numerical solution to the problem
of impact load effect on the bar
...........1314
19.1.5
Sudden application of load: Lavrentiev-Ishlinsky
solution
........................1316
19.1.6
Elementary approaches to solutions to problems
of dynamic longitudinal bending
...........1320
19.2
Parametric Resonance
.....................1322
19.2.1
Equation of parametric system s motion
......1322
19.2.1.1
Some general properties of solutions
to Hill equation
...............1323
19.2.2
Excitation as per the law of square-sine
function
........................1328
19.2.3
Classic formulation of the problem
.........1331
19.2.3.1
Influence of damping
............1334
19.3
Action of Moving Load
....................1340
19.3.1
Action of moving concentrated mass
........1340
19.3.1.1
Willis-Stokes problem
...........1342
19.3.1.2
Krylov problem
...............1344
19.3.1.3
Inglis equation
...............1346
19.3.2
Motion of infinite load strip
.............1350
19.3.3
Traveling bending wave
................1353
19.3.3.1
Generalization of Biderman problem
for the case of Timoshenko beam
.....1358
19.4
Final Notes to Chapter
19 ..................1362
20.
Aerodynamic Instability
1365
20.1
Vortex Shedding Oscillations
.................1367
20.2
Galloping
............................1372
20.3
Divergence and Flutter
....................1377
x
Handbook of Mechanical Stability in Engineering
20.3.1
Divergence
.......................1377
20.3.1.1
Panel divergence
..............1379
20.3.2
Flutter
.........................1382
20.3.3
Panel flutter
......................1388
20.3.4
Stall flutter
......................1390
20.4
Aeroelastic Vibrations and Instability
of Suspension Bridge
.....................1391
20.4.1
Vertical vibrations of suspension bridges
......1394
20.4.2
Flexur
al-
torsion vibrations
..............1399
20.5
Buffeting
............................1405
20.6
Final Notes to Chapter
20 ..................1407
21.
Theory and Experiment
1409
21.1
Introduction
..........................1409
21.2
Challenges Concerning Experimental Technique
......1413
21.2.1
Boundary conditions modeling
............1415
21.2.2
Load transfer control
.................1418
21.2.3
Quality of test sample
................1422
21.2.4
Measuring and recording the results
.........1426
21.3
Interpretation of Experimental Results
...........1430
21.3.1
The Southwell method
................1431
21.3.2
Southwell method modifications
...........1434
21.4
Vibration Method of Critical Load Identification
......1438
21.5
Influence of Testing Machine Compliance
..........1446
21.6
Description of Certain Experiments
.............1449
21.6.1
Roorda disturbance sensitivity experiments
.... 1450
21.6.2
Verification of paradox results from Chapter
8 ... 1452
21.6.3
Non-conservative compression experiments
.....1455
21.7
Final Notes to Chapter
21 ..................1458
22.
Stability Check on Design Codes
1461
22.1
Buckling as a Limit State
...................1462
22.2
Stability Safety Factor
....................1463
22.3
Traditions of Standardization
.................1465
22.4
Effective Length and Stability Analysis
...........1468
22.4.1
No general interpretation
...............1468
22.4.2
What do design codes recommend?
.........1474
22.5
Allowance for Initial Imperfections
..............1478
22.6
Code Requirements to General Analysis
...........1486
22.6.1
Guidelines for steel structures
............1487
Contents xi
22.6.2
Guidelines for reinforced concrete structures
. . . .1491
22.7
Add-Load on Individual Structural Members
........1493
22.8
More About Second Order Analysis
.............1498
Appendices
К
to
L
1503
Appendix K. Concerning Solid Body Finite
Rotation Theory
........................1503
K.I. Matrix formulation of the
Rodrigues
formula
.... 1503
K.2. Finite rotation vector
.................1505
K.2.1. Property (a)
................1506
K.2.2. Property (b)
................1506
K.3. Finite rotations summation formula
.........1509
K.4. Finite rotations subtraction formula
.........1511
K.5. Elementary work of moment load
..........1512
K.5.1. Quod erat demonstrandum
........1513
Appendix L. Bar Stability Under Compression by Force
with Fixed-Line Action
....................1514
References in Vol.
3 1521
Brief Afterword
1535
Portrait Gallery
1537
Author Index in Vol.
3 1-1
Subject Index in Vol.
3 1-5
|
any_adam_object | 1 |
author | Perelʹmuter, Anatolij V. Slivker, Vladimir I. |
author_GND | (DE-588)124666396 |
author_facet | Perelʹmuter, Anatolij V. Slivker, Vladimir I. |
author_role | aut aut |
author_sort | Perelʹmuter, Anatolij V. |
author_variant | a v p av avp v i s vi vis |
building | Verbundindex |
bvnumber | BV041200253 |
classification_rvk | UF 1610 |
ctrlnum | (OCoLC)859375444 (DE-599)BVBBV041200253 |
discipline | Physik |
format | Book |
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id | DE-604.BV041200253 |
illustrated | Illustrated |
indexdate | 2024-07-10T00:41:55Z |
institution | BVB |
isbn | 9789814383790 |
language | English Russian |
oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-026175143 |
oclc_num | 859375444 |
open_access_boolean | |
owner | DE-703 DE-91G DE-BY-TUM |
owner_facet | DE-703 DE-91G DE-BY-TUM |
physical | XXVIII, 6 S., S. 1189 - 1539 Ill., graph. Darst. |
publishDate | 2013 |
publishDateSearch | 2013 |
publishDateSort | 2013 |
publisher | World Scientific Publ. |
record_format | marc |
spelling | Perelʹmuter, Anatolij V. Verfasser (DE-588)124666396 aut Handbook of mechanical stability in engineering (in 3 volumes) 3 More challenges in stability theories and codification problems Anatoly V. Perelmuter ; Vladimir Slivker Singapore [u.a.] World Scientific Publ. 2013 XXVIII, 6 S., S. 1189 - 1539 Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Elastischer Werkstoff (DE-588)4151686-2 gnd rswk-swf Festigkeitslehre (DE-588)4016917-0 gnd rswk-swf Strukturmechanik (DE-588)4126904-4 gnd rswk-swf Strukturdynamik (DE-588)4226174-0 gnd rswk-swf Stabilität (DE-588)4056693-6 gnd rswk-swf Strukturelle Stabilität (DE-588)4295517-8 gnd rswk-swf Technische Mechanik (DE-588)4059231-5 gnd rswk-swf Festigkeit (DE-588)4016916-9 gnd rswk-swf Stabilität (DE-588)4056693-6 s DE-604 Technische Mechanik (DE-588)4059231-5 s Strukturmechanik (DE-588)4126904-4 s Festigkeitslehre (DE-588)4016917-0 s Festigkeit (DE-588)4016916-9 s Strukturelle Stabilität (DE-588)4295517-8 s Elastischer Werkstoff (DE-588)4151686-2 s Strukturdynamik (DE-588)4226174-0 s Slivker, Vladimir I. Verfasser aut (DE-604)BV041200205 3 Digitalisierung UB Bayreuth - ADAM Catalogue Enrichment application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=026175143&sequence=000002&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
spellingShingle | Perelʹmuter, Anatolij V. Slivker, Vladimir I. Handbook of mechanical stability in engineering (in 3 volumes) Elastischer Werkstoff (DE-588)4151686-2 gnd Festigkeitslehre (DE-588)4016917-0 gnd Strukturmechanik (DE-588)4126904-4 gnd Strukturdynamik (DE-588)4226174-0 gnd Stabilität (DE-588)4056693-6 gnd Strukturelle Stabilität (DE-588)4295517-8 gnd Technische Mechanik (DE-588)4059231-5 gnd Festigkeit (DE-588)4016916-9 gnd |
subject_GND | (DE-588)4151686-2 (DE-588)4016917-0 (DE-588)4126904-4 (DE-588)4226174-0 (DE-588)4056693-6 (DE-588)4295517-8 (DE-588)4059231-5 (DE-588)4016916-9 |
title | Handbook of mechanical stability in engineering (in 3 volumes) |
title_auth | Handbook of mechanical stability in engineering (in 3 volumes) |
title_exact_search | Handbook of mechanical stability in engineering (in 3 volumes) |
title_full | Handbook of mechanical stability in engineering (in 3 volumes) 3 More challenges in stability theories and codification problems Anatoly V. Perelmuter ; Vladimir Slivker |
title_fullStr | Handbook of mechanical stability in engineering (in 3 volumes) 3 More challenges in stability theories and codification problems Anatoly V. Perelmuter ; Vladimir Slivker |
title_full_unstemmed | Handbook of mechanical stability in engineering (in 3 volumes) 3 More challenges in stability theories and codification problems Anatoly V. Perelmuter ; Vladimir Slivker |
title_short | Handbook of mechanical stability in engineering |
title_sort | handbook of mechanical stability in engineering in 3 volumes more challenges in stability theories and codification problems |
title_sub | (in 3 volumes) |
topic | Elastischer Werkstoff (DE-588)4151686-2 gnd Festigkeitslehre (DE-588)4016917-0 gnd Strukturmechanik (DE-588)4126904-4 gnd Strukturdynamik (DE-588)4226174-0 gnd Stabilität (DE-588)4056693-6 gnd Strukturelle Stabilität (DE-588)4295517-8 gnd Technische Mechanik (DE-588)4059231-5 gnd Festigkeit (DE-588)4016916-9 gnd |
topic_facet | Elastischer Werkstoff Festigkeitslehre Strukturmechanik Strukturdynamik Stabilität Strukturelle Stabilität Technische Mechanik Festigkeit |
url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=026175143&sequence=000002&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
volume_link | (DE-604)BV041200205 |
work_keys_str_mv | AT perelʹmuteranatolijv handbookofmechanicalstabilityinengineeringin3volumes3 AT slivkervladimiri handbookofmechanicalstabilityinengineeringin3volumes3 |