Analysis and optimization of prismatic and axisymmetric shell structures: theory, practice and software
Gespeichert in:
| Hauptverfasser: | , , |
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| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
London [u.a.]
Springer
2003
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| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | XXXII, 496 S. graph. Darst. 1 CD-ROM (12 cm) |
| ISBN: | 1852334215 |
Internformat
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| 245 | 1 | 0 | |a Analysis and optimization of prismatic and axisymmetric shell structures |b theory, practice and software |c Ernest Hinton, Johann Sienz and Mustafa Özakça |
| 264 | 1 | |a London [u.a.] |b Springer |c 2003 | |
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Datensatz im Suchindex
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| adam_text | ERNEST HINTON, JOHANN SIENZ AND MUSTAFA OZAK^A ANALYSIS AND OPTIMIZATION
OF PRISMATIC AND AXISYMMETRIC SHELL STRUCTURES THEORY, PRACTICE AND
SOFTWARE WITH 247 FIGURES SPRINGER CONTENTS CONTRIBUTORS XXIII NOTATION
XXV PART I: INTRODUCTION 1 INTRODUCTION 3 1.1 BACKGROUND 4 1.2 PREVIOUS
WORK 5 1.2.1 STRUCTURAL SHAPE OPTIMIZATION OF SHELLS AND FOLDED PLATES
UNDER STATIC CONDITIONS 5 1.2.2 VIBRATING SHELLS OF REVOLUTION 6 1.2.3
VIBRATING PRISMATIC SHELLS AND FOLDED PLATES 7 1.3 CLASSIFICATION OF
STRUCTURAL OPTIMIZATION PROBLEMS 7 1.3.1 CLASSIFICATION BASED ON MODE OF
BEHAVIOUR 7 1.3.2 CLASSIFICATION ACCORDING TO TYPE OF DESIGN VARIABLE
.... 8 1.4 CLASSIFICATION OF SHELLS 8 1.4.1 INDIAN STANDARD
CLASSIFICATION OF SHELLS AND FOLDED PLATES 9 1.4.2 SIMPLIFIED
CLASSIFICATION OF SHELLS AND FOLDED PLATES .... 9 1.4.3 SUMMARY OF
STRUCTURES CONSIDERED 9 1.5 COMPUTER-AIDED SHAPE DEFINITION 12 1.5.1
SHAPE DEFINITION OF SHELLS OF REVOLUTION AND PRISMATIC SHELLS 12 1.6
ELEMENT TECHNOLOGY 12 1.6.1 ELEMENTS FOR SHELLS OF REVOLUTION 13 1.6.2
STRIPS FOR PRISMATIC SHELLS 14 1.7 AUTOMATIC MESH GENERATION 14 1.7.1
AUTOMATIC MESH GENERATION FOR SHELLS OF REVOLUTION AND PRISMATIC SHELLS
15 1.8 STRUCTURAL SHAPE OPTIMIZATION 15 1.8.1 THE BASIC ALGORITHM 17
1.8.2 SENSITIVITY ANALYSIS 18 1.8.3 SENSITIVITY ANALYSIS OF STATIC
RESPONSE 18 1.8.4 SENSITIVITY ANALYSIS OF DYNAMIC PROBLEMS 19 1.8.5
SELECTION AND LINKING OF DESIGN VARIABLES 19 1.8.6 SELECTION OF
CONSTRAINT POINTS 20 1.8.7 OPTIMIZATION ALGORITHM 20 1.9 TYPICAL SHELL
PROBLEMS TREATED 20 1.10 SOFTWARE DEVELOPED IN THIS BOOK 20 1.11 LAYOUT
OF THE BOOK 22 REFERENCES 24 XNI XIV CONTENTS 2 STRUCTURAL SHAPE
DEFINITION AND AUTOMATIC MESH GENERATION 27 WITH CONTRIBUTIONS FROM NVR
RAO 2.1 GENERAL PERSPECTIVE 28 2.2 STRUCTURAL SHAPE DEFINITION 30 2.2.1
THREE EQUIVALENT REPRESENTATIONS OF A PARAMETRIC CUBIC SPLINE 30 2.2.2
THE CUBIC B-SPLINE REPRESENTATION 35 2.2.3 TERMINOLOGY 36 2.2.4 COMPUTER
IMPLEMENTATION 37 2.2.5 SPECIFICATION OF END CONDITION OF SPLINES 38 2.3
STRUCTURAL THICKNESS DEFINITION 41 2.4 AUTOMATIC MESH GENERATION 42
2.4.1 GENERAL REQUIREMENTS 42 2.4.2 ALGORITHM FOR MESH GENERATION 43 2.5
SHAPE DEFINITION AND MESH GENERATION IN STRUCTURAL ANALYSIS . 45 2.6
SHAPE DEFINITION AND MESH GENERATION IN STRUCTURAL OPTIMIZATION 48 2.6.1
SHAPE DESIGN VARIABLES 48 2.6.2 SELECTION OF THICKNESS DESIGN VARIABLES
49 2.6.3 LINKING OF DESIGN VARIABLES 51 2.6.4 PERTURBATION OF DESIGN
VARIABLES 54 2.6.5 PRESCRIBED MOVE DIRECTIONS 56 2.7 OTHER APPLICATIONS
OF THE PRESENT TOOLS 56 REFERENCES 58 3 STRUCTURAL OPTIMIZATION METHODS
AND ALGORITHMS 59 3.1 GENERAL PERSPECTIVE 60 3.1.1 PROBLEM
CLASSIFICATION 61 3.1.2 PROBLEM DEFINITION AND FORMULATION 65 3.1.3
BASIC ALGORITHM AND THREE-COLUMNS CONCEPT 68 3.1.4 OTHER IMPORTANT
ASPECTS 72 3.2 OPTIMIZATION ALGORITHMS 74 3.2.1 OVERVIEW 74 3.2.2
MATHEMATICAL PROGRAMMING 75 3.2.3 GENETIC ALGORITHMS 88 3.2.4
APPROXIMATION CONCEPTS 99 3.3 SENSITIVITY ANALYSIS 99 3.3.1 OVERVIEW 99
3.3.2 GLOBAL FINITE DIFFERENCES . .. . . 103 3.3.3 SEMI-ANALYTICAL
METHOD 107 3.3.4 ANALYTICAL OR DIRECT SENSITIVITY METHOD 112 3.3.5
ADJOINT VARIABLE METHOD 113 3.3.6 ACCURACY ASSESSMENT 114 CONTENTS XV
3.4 CONCLUDING REMARKS 116 REFERENCES 117 PART II: STATIC ANALYSIS AND
OPTIMIZATION 4 BASIC FINITE ELEMENT FORMULATION FOR SHELLS OF REVOLUTION
127 4.1 GENERAL PERSPECTIVE 128 4.2 BASIC FORMULATION 128 4.3 FINITE
ELEMENT IDEALIZATION 130 4.4 STRAIN ENERGY EVALUATION 132 4.5 BENCHMARK
EXAMPLES 133 4.5.1 CYLINDRICAL TANK WITH NON-UNIFORM WALL THICKNESS ....
133 4.5.2 CLAMPED CIRCULAR PLATE 134 4.5.3 SPHERICAL DOME UNDER UNIFORM
PRESSURE 135 4.5.4 TOROIDAL SHELL UNDER INTERNAL PRESSURE 138 4.6
CLOSING REMARKS 138 REFERENCES 140 5 BASIC FINITE STRIP FORMULATION FOR
PRISMATIC SHELLS 141 WITH CONTRIBUTIONS FROM NVR RAO 5.1 GENERAL
PERSPECTIVE 142 5.1.1 PREAMBLE 142 5.1.2 SIMPLY SUPPORTED
EULER-BERNOULLI BEAM 143 5.1.3 SIMPLY SUPPORTED TIMOSHENKO BEAM 146 5.2
RIGHT PRISMATIC SHELLS 147 5.2.1 BASIC FORMULATION 148 5.2.2 FINITE
STRIP IDEALIZATION 151 5.2.3 BRANCHED STRIPS 156 5.3 BENCHMARK EXAMPLES
157 5.3.1 PLATES 157 5.3.2 BOX-GIRDER BRIDGES 163 5.3.3 CYLINDRICAL
SHELLS 167 5.4 PRISMATIC STRUCTURES WITH CURVED PLANFORM 171 5.4.1 BASIC
FORMULATION 174 5.4.2 BRANCHED STRIPS 181 5.5 BENCHMARK EXAMPLES 182
5.5.1 COMPARISONS WITH KNOWN SOLUTIONS FOR RIGHT STRUCTURES ANALYZED AS
STRUCTURES WITH CURVED PLANFORM 183 5.5.2 COMPARISON WITH KNOWN
SOLUTIONS FOR STRUCTURES WITH CURVED PLANFORM 186 5.5.3 NEW SOLUTIONS
FOR STRUCTURES WITH CURVED PLANFORM ... 192 REFERENCES 199 XVI CONTENTS
6 STRUCTURAL OPTIMIZATION OF SHELLS OF REVOLUTION AND PRISMATIC SHELLS
201 WITH CONTRIBUTIONS FROM NVR RAO 6.1 GENERAL PERSPECTIVE 202 6.2
PROBLEM DEFINITION 203 6.2.1 SELECTION OF OBJECTIVE FUNCTION FOR THE
PROBLEM 203 6.2.2 SELECTION OF CONSTRAINTS FOR THE PROBLEM 203 6.3
SENSITIVITY ANALYSIS 205 6.3.1 ANALYTICAL METHOD 206 6.3.2
SEMI-ANALYTICAL METHOD 207 6.3.3 STRESS RESULTANT GRADIENTS 207 6.3.4
EQUIVALENT STRESS DERIVATIVE 208 6.3.5 GLOBAL FINITE DIFFERENCE METHOD
208 6.3.6 VOLUME GRADIENT 209 6.3.7 STRAIN ENERGY GRADIENT 209 6.4
SHELLS OF REVOLUTION EXAMPLES 210 6.4.1 CLAMPED CIRCULAR PLATE SUBJECTED
TO UNIFORMLY DISTRIBUTED LOAD 210 6.4.2 CYLINDRICAL TANK UNDER
HYDROSTATIC PRESSURE 214 6.4.3 SPHERICAL SHELL UNDER RING LOAD 216 6.5
RIGHT PRISMATIC SHELLS AND FOLDED PLATES EXAMPLES 219 6.5.1 SQUARE
PLATES SUBJECTED TO UNIFORMLY DISTRIBUTED LOAD 219 6.5.2 PLATES ON
ELASTIC FOUNDATIONS 223 6.5.3 SINGLE-CELL RIGHT BOX-GIRDER BRIDGE 224
6.5.4 CYLINDRICAL SHELL ROOF 226 6.5.5 PINCHED CYLINDRICAL SHELL 229 6.6
PRISMATIC SHELLS WITH CURVED PLANFORM EXAMPLES 233 6.6.1 PLATES WITH
CURVED PLANFORM SUBJECTED TO UNIFORMLY DISTRIBUTED LOAD 233 6.6.2
SINGLE-CELL CURVED BOX-GIRDER BRIDGE 236 6.6.3 PINCHED CYLINDRICAL SHELL
WITH CURVED PLANFORM 238 6.7 CLOSING REMARKS 240 REFERENCES 241 PART
III: FREE VIBRATION ANALYSIS AND OPTIMIZATION 7 BASIC FINITE ELEMENT
FORMULATION FOR VIBRATING AXISYMMETRIC SHELLS 245 7.1 GENERAL
PERSPECTIVE 246 7.1.1 ANALYSIS METHODS 246 7.1.2 APPLICATIONS 246 7.2
STRUCTURAL ANALYSIS AND FINITE ELEMENT FORMULATION 247 7.2.1 FINITE
ELEMENT FORMULATION 248 7.2.2 FINITE ELEMENT IDEALIZATION 251 7.2.3
BRANCHED ELEMENTS 255 CONTENTS XVII 7.3 EXAMPLES 256 7.3.1 THIN CIRCULAR
PLATE 256 7.3.2 ANNULAR PLATES WITH LINEARLY VARYING THICKNESS 256 7.3.3
HEMISPHERICAL DOME 259 7.3.4 CONICAL SHELL WITH VARIABLE THICKNESS 260
7.3.5 CONE-CYLINDER COMBINATION 263 7.3.6 HYPERBOLOIDAL SHELL 265 7.3.7
HERMETIC CAPSULE 267 7.3.8 HERMETIC CAN 269 7.3.9 BELLS 270 REFERENCES
277 BASIC FINITE STRIP FORMULATION FOR VIBRATING PRISMATIC SHELLS 279
8.1 INTRODUCTION 280 8.2 PRISMATIC SHELLS WITH RECTANGULAR PLANFORM 281
8.2.1 BASIC FINITE STRIP FORMULATION 281 8.2.2 FINITE STRIP IDEALIZATION
284 8.2.3 BRANCHED STRIPS 287 8.3 EXAMPLES 288 8.3.1 SQUARE PLATES 288
8.3.2 VARIABLE-THICKNESS PLATES 291 8.3.3 STIFFENED PANEL 299 8.3.4
CYLINDRICAL SHELL 300 8.3.5 CYLINDERS WITH INTERIOR PARTITIONS 301 8.3.6
TWO-CELL RIGHT BOX-GIRDER BRIDGE 304 8.4 PRISMATIC STRUCTURES WITH
CURVED PLANFORM 306 8.4.1 BASIC FINITE STRIP FORMULATION 307 8.4.2
FINITE STRIP IDEALIZATION 310 8.4.3 BRANCHED STRIPS 312 8.5 EXAMPLES 313
8.5.1 ANNULAR SECTOR PLATES 313 8.5.2 TWO-CELL BOX-GIRDER BRIDGE WITH A
CURVED PLANFORM ... 317 8.5.3 RIGHT CYLINDERS WITH INTERIOR PARTITIONS
320 8.5.4 CYLINDERS WITH INTERIOR PARTITIONS AND CURVED PLANFORMS 321
REFERENCES 323 STRUCTURAL SHAPE OPTIMIZATION OF VIBRATING AXISYMMETRIC
AND PRISMATIC SHELLS 325 9.1 GENERAL PERSPECTIVE 326 9.2 PROBLEM
DEFINITION 327 9.2.1 SELECTION OF OBJECTIVE FUNCTION 327 9.2.2 SELECTION
OF DESIGN VARIABLES 328 9.2.3 SELECTION OF CONSTRAINTS 328 9.2.4 BOUNDS
ON DESIGN VARIABLES 328 XVIII CONTENTS 9.3 SENSITIVITY ANALYSIS 329
9.3.1 DERIVATIVE EVALUATION 329 9.3.2 ANALYTICAL METHOD 330 9.3.3
SEMI-ANALYTICAL METHOD 331 9.3.4 FINITE DIFFERENCE METHOD 332 9.3.5
DERIVATIVE OF VOLUME 332 9.4 AXISYMMETRIC SHELLS 332 9.5 AXISYMMETRIC
SHELL EXAMPLES 333 9.5.1 CIRCULAR PLATES 333 9.5.2 CONICAL SHELL 339
9.5.3 SPHERICAL SHELLS 343 9.5.4 BRANCHED SHELL 346 9.5.5 BELLS 349 9.6
PRISMATIC FOLDED PLATES AND SHELLS 354 9.7 PRISMATIC FOLDED PLATES AND
SHELLS: EXAMPLES 355 9.7.1 SQUARE PLATES 355 9.7.2 STIFFENED PANEL 361
9.7.3 CYLINDRICAL SHELL 363 9.7.4 BOX-GIRDER BRIDGE 365 9.8 PRISMATIC
SHELLS WITH CURVED PLANFORM: EXAMPLES 366 9.8.1 ANNULAR SECTOR PLATES
367 9.8.2 CYLINDRICAL SHELL SEGMENT WITH CURVED PLANFORM 372 9.8.3
BOX-GIRDER BRIDGE 373 REFERENCES 376 PART IV: DYNAMIC AND BUCKLING
ANALYSIS AND OPTIMIZATION 10 BUCKLING ANALYSIS AND OPTIMIZATION OF
PLATES AND SHELLS . 381 10.1 PRISMATIC PLATES 382 10.2 STRIP FORMULATION
FOR PRISMATIC PLATES WITH RECTANGULAR PLANFORM 383 10.2.1 STRAIN ENERGY
383 10.3 PRISMATIC PLATE EXAMPLES 387 10.3.1 ISOTROPIC PLATES OF UNIFORM
THICKNESS 387 10.3.2 SQUARE VARIABLE-THICKNESS (SH/SH/SH/SH) ISOTROPIC
PLATES UNDER UNIAXIAL LOAD 390 10.3.3 STIFFENED PANELS UNDER UNIAXIAL
LOAD 393 10.4 AXISYMMETRIC PLATES AND SHELLS 397 10.5 FINITE ELEMENT
FORMULATION FOR AXISYMMETRIC PLATES AND SHELLS 397 10.5.1 STRAIN ENERGY
398 10.6 AXISYMMETRIC EXAMPLES 403 10.6.1 CIRCULAR PLATES 403 10.6.2
ANNULAR PLATES 407 10.6.3 THIN CYLINDRICAL SHELLS 410 10.7 BUCKLING
OPTIMIZATION OF STRUCTURES 411 CONTENTS XIX 10.8 OPTIMIZATION EXAMPLES
FOR PRISMATIC AND FOLDED PLATES 412 10.8.1 RECTANGULAR PLATE EXAMPLES
412 10.8.2 STIFFENED PANELS 418 10.9 OPTIMIZATION EXAMPLES FOR CIRCULAR
AND ANNULAR PLATES 419 10.9.1 CIRCULAR PLATES 420 10.9.2 ANNULAR PLATES
423 REFERENCES 427 11 BASIC DYNAMIC ANALYSIS OF PLATES, SOLIDS OF
REVOLUTION AND FINITE PRISM TYPE STRUCTURES 429 11.1 ANALYTICAL MODELS
FOR THE DYNAMIC ANALYSIS OF RECTANGULAR SIMPLY SUPPORTED PLATES 430
11.1.1 INTRODUCTION 430 11.1.2 GOVERNING EQUATIONS 430 11.1.3
CLOSED-FORM SOLUTION: VIBRATION ANALYSIS 434 11.1.4 STABILITY ANALYSIS
436 11.1.5 DYNAMIC TRANSIENT ANALYSIS 437 11.1.6 INTRODUCTION TO
EXAMPLES 443 11.1.7 EXAMPLES: FREE VIBRATIONS 443 11.1.8 EXAMPLES:
INITIALLY STRESSED VIBRATION AND BUCKLING . . . 444 11.1.9 EXAMPLES:
TRANSIENT DYNAMIC ANALYSIS 446 11.2 FINITE ELEMENT ANALYSIS OF SOLIDS OF
REVOLUTION 450 11.2.1 INTRODUCTION 450 11.2.2 BASIC FORMULATION 452
11.2.3 SOLID OF REVOLUTION ELEMENT 453 11.2.4 SOLID OF REVOLUTION
EXAMPLES 456 11.3 FINITE PRISM MODELS 460 11.3.1 BASIC FORMULATION 460
11.3.2 THE FINITE PRISM METHOD 460 11.3.3 EXAMPLE 462 11.4 RELATED
CLOSED-FORM STATIC ANALYSIS OF RECTANGULAR SIMPLY SUPPORTED PLATES 463
11.4.1 INTRODUCTION 463 11.4.2 CLOSED-FORM SOLUTIONS 464 11.4.3 FOURIER
SERIES REPRESENTATION OF THE LOADS 465 11.4.4 SAMPLE SOLUTIONS 466
REFERENCES * 472 APPENDICES A THE EVALUATION OF CERTAIN STRAIN TERMS 475
B EVALUATION OF THE RADIUS OF CURVATURE R 477 C MUSICAL SCALES AND
TEMPERAMENT 479 AUTHOR INDEX 483 SUBJECT INDEX 489 XX CONTENTS PART V:
CD-ROM A CD-ROM OVERVIEW AND INSTALLATION INSTRUCTIONS A-L A.I CD-ROM
OVERVIEW A-2 A.1.1 SOFTWARE PACKAGES A-2 A.1.2 USER MANUALS A-3 A.1.3
TOOLS AND OTHER RESOURCES A-3 A.2 INSTALLATION INSTRUCTIONS OF PCS A-4
A.3 INTERNET LINKS A-5 B DOCUMENTATION AND USER INSTRUCTIONS OF PROGRAM
SANOPT-S B-L B.I PROGRAM DOCUMENTATION B-2 B.I.I OVERVIEW OF THE
PROGRAM B-2 B.1.2 BLOCK STRUCTURE AND MAIN ROUTINES B-2 B.1.3 FILE
STRUCTURES B-7 B.I.4 MAIN DIMENSIONS AND LIMITATIONS OF THE PROGRAM
..... B-8 B.2 INPUT INSTRUCTIONS B-8 B.2.1 MAIN STRUCTURE OF INPUT DATA
B-8 B.2.2 USER HINTS B-18 B.3 SPECIMEN INPUT DATA FILES B-19 B.3.1
CYLINDRICAL TANK UNDER HYDROSTATIC PRESSURE B-19 B.3.2 SINGLE-CELL RIGHT
BOX-GIRDER BRIDGE B-22 B.3.3 PINCHED CYLINDRICAL SHELL WITH CURVED
PLANFORM B-25 REFERENCES B-28 C DOCUMENTATION AND USER INSTRUCTIONS OF
PROGRAM SANOPT-F C-L C.I PROGRAM DOCUMENTATION C-2 C.I.I OVERVIEW OF
THE PROGRAM C-2 C.I.2 BLOCK STRUCTURE AND MAIN ROUTINES C-2 C.1.3 FILE
STRUCTURES C-6 C.1.4 MAIN DIMENSIONS AND LIMITATIONS OF THE PROGRAM C-7
C.2 INPUT INSTRUCTIONS C-7 C.2.1 MAIN STRUCTURE OF INPUT DATA C-7 C.2.2
USER HINTS C-16 C.3 SPECIMEN INPUT DATA FILES C-17 C.3.1 CONICAL SHELL
C-17 C.3.2 SQUARE PLATE C-20 C.3.3 CYLINDRICAL SHELL SEGMENT WITH CURVED
PLANFORM C-22 REFERENCES C-24 D DOCUMENTATION AND USER INSTRUCTIONS OF
PROGRAM SANOPT-P . . D-L D.I PROGRAM DOCUMENTATION D-2 CONTENTS XXI
D.I.I OVERVIEW OF THE PROGRAM D-2 D.1.2 BLOCK STRUCTURE AND MAIN
ROUTINES D-2 D.1.3 FILE STRUCTURES D-3 D.I.4 MAIN DIMENSIONS AND
LIMITATIONS OF THE PROGRAM D-3 D.2 INPUT INSTRUCTIONS D-4 D.2.1 MAIN
STRUCTURE OF INPUT DATA FILE FOR STATIC PROBLEMS . . D-4 D.2.2 MAIN
STRUCTURE OF INPUT DATA FILE FOR FREE-VIBRATION AND BUCKLING PROBLEMS
D-6 D.3 SPECIMEN INPUT DATA FILES D-8 D.3.1 CYLINDRICAL SHELL ROOF
SUBJECTED TO SELF-WEIGHT LOADING . D-8 D.3.2 THIN CIRCULAR PLATE D-10 E
DOCUMENTATION AND USER INSTRUCTIONS OF PROGRAM PREP E-L E.I PROGRAM
DOCUMENTATION E-2 E.I.I OVERVIEW OF THE PROGRAM E-2 E.I.2 BLOCK
STRUCTURE AND MAIN ROUTINES E-2 E.1.3 FILE STRUCTURES E-4 E.I.4 MAIN
DIMENSIONS AND LIMITATIONS OF THE PROGRAM E-4 E.2 INPUT INSTRUCTIONS E-4
E.2.1 MAIN STRUCTURE OF INPUT DATA E-4 E.2.2 USER HINTS E-10 E.3
SPECIMEN INPUT DATA FILE E-LL E.3.1 CYLINDER WITH HEMISPHERICAL BOTTOM
UNDER INTERNAL PRESSURE E-LL F DOCUMENTATION AND USER INSTRUCTIONS OF
PROGRAM SPLINE F-L F.I PROGRAM DOCUMENTATION F-2 F.I.I OVERVIEW OF THE
PROGRAM F-2 F.1.2 BLOCK STRUCTURE AND MAIN ROUTINES F-2 F.1.3 FILE
STRUCTURES F-3 F.1.4 MAIN DIMENSIONS AND LIMITATIONS OF THE PROGRAM F-3
F.2 INPUT INSTRUCTIONS F-3 F.2.1 MAIN STRUCTURE OF INPUT DATA F-3 F.2.2
USER HINTS F-6 F.3 SPECIMEN INPUT DATA FILE F-6 F.3.1 WHEEL GEOMETRY F-6
G DOCUMENTATION AND USER INSTRUCTIONS OF PROGRAM OPTIMIZE G- L G.I
PROGRAM DOCUMENTATION G-2 G.I.I OVERVIEW OF THE PROGRAM G-2 G.1.2 BLOCK
STRUCTURE AND MAIN ROUTINES G-2 G.1.3 FILE STRUCTURES G-3 XXII CONTENTS
G.2 INPUT INSTRUCTIONS G-3 G.3 SPECIMEN USER-SUPPLIED SUBROUTINES AND
OUTPUT DATA FILE .... G-4 G.3.1 EXAMPLE G-4 REFERENCES G-7 H
DOCUMENTATION AND USER INSTRUCTIONS OF PROGRAM TRAM H-L H.I PROGRAM
DOCUMENTATION H-2 H.I.I OVERVIEW OF THE PROGRAM H-2 H.I.2 MAIN ROUTINES
H-2 H.2 INPUT INSTRUCTIONS H-3 H.2.1 THE GLOSSARY OF VARIABLE NAMES H-3
H.2.2 MAIN STRUCTURE OF INPUT DATA H-4 H.3 SPECIMEN INPUT DATA FILES H-7
H.3.1 FREE-VIBRATION AND BUCKLING ANALYSIS OF SQUARE PLATE .. H-7 I
DOCUMENTATION AND USER INSTRUCTIONS OF PROGRAM VISOR 1-1 1.1 PROGRAM
DOCUMENTATION 1-2 1.1.1 OVERVIEW OF THE PROGRAM 1-2 1.1.2 MAIN ROUTINES
1-2 1.2 INPUT INSTRUCTIONS 1-4 1.2.1 THE GLOSSARY OF VARIABLE NAMES 1-4
1.2.2 MAIN STRUCTURE OF INPUT DATA 1-6 1.3 SPECIMEN INPUT DATA FILES 1-8
1.3.1 SIMPLY SUPPORTED CIRCULAR PLATE 1-8 1.3.1 SIMPLY SUPPORTED SQUARE
PLATE 1-10 REFERENCES 1-11 J DOCUMENTATION AND USER INSTRUCTIONS OF
PROGRAM PLATES J-L J.I PROGRAM DOCUMENTATION J-2 J.I.I OVERVIEW OF THE
PROGRAM J-2 J.I.2 MAIN ROUTINES J-2 J.2 INPUT INSTRUCTIONS J-3 J.2.1 THE
GLOSSARY OF VARIABLE NAMES J-3 J.2.2 MAIN STRUCTURE OF INPUT DATA J-4
J.3 SPECIMEN INPUT DATA FILES J-6 J.3.1 HOMOGENEOUS ISOTROPIC
RECTANGULAR THIN PLATES J-6
|
| any_adam_object | 1 |
| author | Hinton, Ernest Sienz, Johann Özakça, Mustafa |
| author_facet | Hinton, Ernest Sienz, Johann Özakça, Mustafa |
| author_role | aut aut aut |
| author_sort | Hinton, Ernest |
| author_variant | e h eh j s js m ö mö |
| building | Verbundindex |
| bvnumber | BV023794739 |
| ctrlnum | (OCoLC)248187403 (DE-599)BVBBV023794739 |
| dewey-full | 624.17762 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.17762 |
| dewey-search | 624.17762 |
| dewey-sort | 3624.17762 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| format | Book |
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| id | DE-604.BV023794739 |
| illustrated | Illustrated |
| indexdate | 2024-07-09T21:36:58Z |
| institution | BVB |
| isbn | 1852334215 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-017436944 |
| oclc_num | 248187403 |
| open_access_boolean | |
| owner | DE-634 |
| owner_facet | DE-634 |
| physical | XXXII, 496 S. graph. Darst. 1 CD-ROM (12 cm) |
| publishDate | 2003 |
| publishDateSearch | 2003 |
| publishDateSort | 2003 |
| publisher | Springer |
| record_format | marc |
| spelling | Hinton, Ernest Verfasser aut Analysis and optimization of prismatic and axisymmetric shell structures theory, practice and software Ernest Hinton, Johann Sienz and Mustafa Özakça London [u.a.] Springer 2003 XXXII, 496 S. graph. Darst. 1 CD-ROM (12 cm) txt rdacontent n rdamedia nc rdacarrier Platte (DE-588)4046304-7 gnd rswk-swf Schale (DE-588)4052003-1 gnd rswk-swf Finite-Elemente-Methode (DE-588)4017233-8 gnd rswk-swf Finite-Streifen-Methode (DE-588)4560690-0 gnd rswk-swf Strukturoptimierung (DE-588)4183811-7 gnd rswk-swf Gestaltoptimierung (DE-588)4329076-0 gnd rswk-swf Schale (DE-588)4052003-1 s Strukturoptimierung (DE-588)4183811-7 s Gestaltoptimierung (DE-588)4329076-0 s Finite-Elemente-Methode (DE-588)4017233-8 s Finite-Streifen-Methode (DE-588)4560690-0 s DE-604 Platte (DE-588)4046304-7 s Sienz, Johann Verfasser aut Özakça, Mustafa Verfasser aut HEBIS Datenaustausch Darmstadt application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=017436944&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Hinton, Ernest Sienz, Johann Özakça, Mustafa Analysis and optimization of prismatic and axisymmetric shell structures theory, practice and software Platte (DE-588)4046304-7 gnd Schale (DE-588)4052003-1 gnd Finite-Elemente-Methode (DE-588)4017233-8 gnd Finite-Streifen-Methode (DE-588)4560690-0 gnd Strukturoptimierung (DE-588)4183811-7 gnd Gestaltoptimierung (DE-588)4329076-0 gnd |
| subject_GND | (DE-588)4046304-7 (DE-588)4052003-1 (DE-588)4017233-8 (DE-588)4560690-0 (DE-588)4183811-7 (DE-588)4329076-0 |
| title | Analysis and optimization of prismatic and axisymmetric shell structures theory, practice and software |
| title_auth | Analysis and optimization of prismatic and axisymmetric shell structures theory, practice and software |
| title_exact_search | Analysis and optimization of prismatic and axisymmetric shell structures theory, practice and software |
| title_full | Analysis and optimization of prismatic and axisymmetric shell structures theory, practice and software Ernest Hinton, Johann Sienz and Mustafa Özakça |
| title_fullStr | Analysis and optimization of prismatic and axisymmetric shell structures theory, practice and software Ernest Hinton, Johann Sienz and Mustafa Özakça |
| title_full_unstemmed | Analysis and optimization of prismatic and axisymmetric shell structures theory, practice and software Ernest Hinton, Johann Sienz and Mustafa Özakça |
| title_short | Analysis and optimization of prismatic and axisymmetric shell structures |
| title_sort | analysis and optimization of prismatic and axisymmetric shell structures theory practice and software |
| title_sub | theory, practice and software |
| topic | Platte (DE-588)4046304-7 gnd Schale (DE-588)4052003-1 gnd Finite-Elemente-Methode (DE-588)4017233-8 gnd Finite-Streifen-Methode (DE-588)4560690-0 gnd Strukturoptimierung (DE-588)4183811-7 gnd Gestaltoptimierung (DE-588)4329076-0 gnd |
| topic_facet | Platte Schale Finite-Elemente-Methode Finite-Streifen-Methode Strukturoptimierung Gestaltoptimierung |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=017436944&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
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