Development of efficient finite shell elements for the analysis of sandwich structures under large deformations and global as well as local instabilities:
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
Düsseldorf
VDI Verl.
1991
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| Ausgabe: | Als Ms. gedr. |
| Schriftenreihe: | Verein Deutscher Ingenieure: [Fortschrittberichte VDI / 18]
93 |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | Zugl.: Wien, Techn. Univ., Diss. |
| Beschreibung: | V, 253 S. graph. Darst. |
| ISBN: | 318149318X |
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| 245 | 1 | 0 | |a Development of efficient finite shell elements for the analysis of sandwich structures under large deformations and global as well as local instabilities |c Alois Starlinger |
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Datensatz im Suchindex
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| adam_text | FORTSCHRITT- BERICHTE DIPL.-LNG. DR. TECHN. ALOIS STARLINGER, WIEN
DEVELOPMENT OF EFFICIENT FINITE SHELL ELEMENTS FOR THE ANALYSIS OF
SANDWICH STRUCTURES UNDER LARGE DEFORMATIONS AND GLOBAL AS WELL AS LOCAL
INSTABILITIES REIHE 18 MECHANIK/ BRUCHMECHANIK NR. 93 UB/TIB HANNOVER
103 674 519 89 VERLAG VERLOG DES VEREINS DEUTSCHER INGENIEURE *
DUSSELDORF TABLE OF CONTENTS TABLE OF CONTENTS ACKNOWLEDGEMENTS L
ABSTRACT 2 PRINCIPAL SYMBOLS AND DEFINITIONS 4 1. INTRODUCTION 12 1.1
MOTIVATION 12 1.2 APPLICATIONS OF SANDWICH STRUCTURES 14 1.3 MATERIALS
USED IN SANDWICH STRUCTURES 16 1.3.1 SANDWICH FACING MATERIALS 16
1.3.1.1 METALS AS SANDWICH FACING MATERIALS 16 1.3.1.2 COMPOSITE
MATERIALS AS SANDWICH FACING MATERIALS 16 1.3.2 SANDWICH CORE MATERIALS
17 1.3.2.1 HONEYCOMB CORE MATERIALS 17 1.3.2.2 FOAM CORE MATERIALS 21
1.3.2.3 BALSA WOOD CORES 24 1.3.2.4 CORRUGATED CORES 25 1.4 INTERFACE
BETWEEN CORE AND FACE LAYERS 26 * 2. ANALYSIS OF SANDWICH STRUCTURES 27
2.1 MECHANICS OF SANDWICH STRUCTURES 27 2.2 REVIEW - ANALYTICAL METHODS
FOR THE INVESTIGATION OF SANDWICH STRUCTURES 34 2.2.1 LINEAR ANALYTICAL
METHODS 34 2.2.2 ANALYTICAL METHODS INCLUDING NONLINEAR EFFECTS 35 2.3
REVIEW - NUMERICAL METHODS FOR THE INVESTIGATION OF SANDWICH STRUCTURES
37 2.4 CONCLUSIONS FROM PREVIOUS ANALYSES 39 3. LOCAL INSTABILITIES IN
SANDWICH STRUCTURES 40 3.1 SHEAR BUCKLING OF THE CORE 41 3.2 WRINKLING
OF THE FACE LAYERS 43 3.2.1 LOCAL INSTABILITY ANALYSIS FOR THE WINKLER
FOUNDATION MODEL 44 3.2.2 LOCAL INSTABILITY ANALYSIS FOR THICK CORES 45
3.2.3 LOCAL INSTABILITY ANALYSIS FOR THE PASTERNAK FOUNDATION MODEL 47
3.2.4 LOCAL INSTABILITY ANALYSIS BY THE METHOD OF TRANSFER MATRICES 48
TECHNISCHE UNIVERSITAT DARMSTADT * * * TABLE OF CONTENTS 3.2.5 LOCAL
INSTABILITY ANALYSIS FOR ISOTROPIC CORE MATERIALS BASED ON THE THEORY OF
STAMM/WITTE 52 3.2.6 LOCAL INSTABILITY ANALYSIS FOR ORTHOTROPIC CORE
MATERIALS 53 3.2.6.1 ONE REAL SOLUTION AND TWO CONJUGATE COMPLEX
SOLUTIONS FOR AT 59 3.2.6.2 THREE DISTINCT REAL SOLUTIONS FOR A R 60
3.2.6.3 THREE REAL SOLUTIONS FOR AT 63 3.2.6.4 DETERMINATION OF THE
EQUIVALENT CORE STIFFNESS 65 3.2.6.5 DETERMINATION OF THE CRITICAL
FORCES INDUCING LOCAL BUCKLING FOR ORTHOTROPIC CORE MATERIALS 69
3.2.6.5.1 POWELL S METHOD MODIFIED BY DISCARDING THE DIRECTION OF THE
LARGEST DECREASE 75 3.2.6.6 CRITICAL FORCE IN DEPENDENCE ON THE LOADING
CONDITIONS 77 3.2.6.6.1 CRITICAL FORCE FOR UNIAXIAL LOADING 77 3.2.6.6.2
CRITICAL FORCE FOR BIAXIAL LOADING 84 3.3 INTRACELL BUCKLING OF THE FACE
LAYERS 87 3.4 BUCKLING OF THE HONEYCOMB CELL WALLS 92 4. FORMULATION OF
SANDWICH SHELL ELEMENTS 94 4.1 3D-DEGENERATED ISOPARAMETRIC SHELL
ELEMENTS Y. . 95 4.1.1 FORMULATION OF RAMM S SHELL ELEMENT 96 4.2
FORMULATION OF A SANDWICH SHELL ELEMENT AS AN EQUIVALENT
QUASI-HOMOGENEOUS SHELL ELEMENT (QHM) .109 4.3 FORMULATION OF A SANDWICH
SHELL ELEMENT BASED ON A LAYER MODEL (LM) 113 4.3.1 ANALYTICAL
INTEGRATION OF THE STIFFNESS TERMS FOR THE LAYER MODEL, 116 4.4
ACCOUNTING FOR LOCAL BUCKLING PHENOMENA 126 4.4.1 ACCOUNTING FOR LOCAL
BUCKLING PHENOMENA IN THE QUASI-HOMOGENEOUS SANDWICH SHELL MODEL 127
4.4.2 LOCAL BUCKLING PHENOMENA IN THE LAYER MODEL 134 4.5 ACCOUNTING FOR
THICKNESS REDUCTION INDUCED BY LOADING 141 4.5.1 DETERMINATION OF THE
SHELL NORMAL STRESSES INDUCED BY BENDING MOMENTS 141 4.5.1.1
MATHEMATICAL CONCEPT FOR THE DETERMINATION OF THE CURVATURE 144 4.5.1.2
DETERMINATION OF THE CORE THICKNESS REDUCTION DUE TO BENDING MOMENTS 146
4.5.2 DETERMINATION OF THE NORMAL STRESSES INDUCED BY EXTERNAL PRESSURE
LOADING 150 4.5.3 DETERMINATION OF THE REDUCED THICKNESS 153 4.5.4
ACCOUNTING FOR THICKNESS REDUCTION IN THE QUASI-HOMOGENEOUS SANDWICH
SHELL MODEL 154 CHE UNIVERSITAT DARMSTADT *,* TABLE OF CONTENTS 4.5.5
ACCOUNTING FOR THICKNESS REDUCTION IN THE LAYER MODEL 156 5. GLOBAL
STABILITY ANALYSES WITHIN THE CONTEXT OF THE FINITE ELEMENT METHOD 158
5.1 DETERMINANT CRITERION FOR STABILITY ANALYSES 158 5.2 CURRENT
STIFFNESS PARAMETER CRITERION FOR STABILITY ANALYSES 160 5.3 METHOD OF
ACCOMPANYING EIGENVALUE ANALYSIS 161 6. IMPLEMENTATION OF THE SANDWICH
SHELL ELEMENT IN THE FE-CODE CARINA 164 6.1 GLOBAL PROGRAM STRUCTURE OF
THE PROGRAM SYSTEM CARINA ... 165 6.2 PROGRAM STRUCTURE OF THE MODULE
D3SW 169 6.3 INPUT DESCRIPTION 177 7. NUMERICAL RESULTS 194 7.1
STABILITY OF A CLAMPED BEAM 194 7.2 THICKNESS REDUCTION IN A CLAMPED
BEAM 201 7.3 SANDWICH PLATE UNDER PRESSURE LOADING 208 7.4 WRINKLING IN
A SQUARE SANDWICH PLATE WITH A CENTRAL CIRCULAR HOLE 212 7.5 ANALYSIS OF
AN IMPERFECT PLATE 220 7.6 STABILITY ANALYSIS OF A SPHERICAL SHELL 229
7.7 STABILITY ANALYSIS OF A CYLINDRICAL SHELL 234 8. CONCLUSIONS AND
RECOMMENDATIONS 242 APPENDIX A 244 REFERENCES 245 TECHNISCHE UNIVERSITAT
DARMSTADT FAOHGEBLET KONSTRUKTLVER LEICHTBAU UND BAUWEISEN PROF.
DR.-1NG. HELMUT SCHTIRMANN 54287 DARMSTADT, PETERSENSTRAFIE 30 -3-
|
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| author | Starlinger, Alois |
| author_GND | (DE-588)140390170 |
| author_facet | Starlinger, Alois |
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| bvnumber | BV004313649 |
| classification_rvk | UF 1610 |
| classification_tum | MTA 155d BAU 185d BAU 180d |
| ctrlnum | (OCoLC)35512480 (DE-599)BVBBV004313649 |
| discipline | Physik Bauingenieurwesen |
| edition | Als Ms. gedr. |
| format | Book |
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| indexdate | 2024-07-09T16:11:19Z |
| institution | BVB |
| isbn | 318149318X |
| language | English |
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| spelling | Starlinger, Alois Verfasser (DE-588)140390170 aut Development of efficient finite shell elements for the analysis of sandwich structures under large deformations and global as well as local instabilities Alois Starlinger Als Ms. gedr. Düsseldorf VDI Verl. 1991 V, 253 S. graph. Darst. txt rdacontent n rdamedia nc rdacarrier Verein Deutscher Ingenieure: [Fortschrittberichte VDI / 18] 93 Zugl.: Wien, Techn. Univ., Diss. Sandwichbauweise (DE-588)4051569-2 gnd rswk-swf Schale (DE-588)4052003-1 gnd rswk-swf Finite-Elemente-Methode (DE-588)4017233-8 gnd rswk-swf (DE-588)4113937-9 Hochschulschrift gnd-content Schale (DE-588)4052003-1 s Sandwichbauweise (DE-588)4051569-2 s Finite-Elemente-Methode (DE-588)4017233-8 s DE-604 18] Verein Deutscher Ingenieure: [Fortschrittberichte VDI 93 (DE-604)BV001902156 93 HEBIS Datenaustausch Darmstadt application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=002682352&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Starlinger, Alois Development of efficient finite shell elements for the analysis of sandwich structures under large deformations and global as well as local instabilities Sandwichbauweise (DE-588)4051569-2 gnd Schale (DE-588)4052003-1 gnd Finite-Elemente-Methode (DE-588)4017233-8 gnd |
| subject_GND | (DE-588)4051569-2 (DE-588)4052003-1 (DE-588)4017233-8 (DE-588)4113937-9 |
| title | Development of efficient finite shell elements for the analysis of sandwich structures under large deformations and global as well as local instabilities |
| title_auth | Development of efficient finite shell elements for the analysis of sandwich structures under large deformations and global as well as local instabilities |
| title_exact_search | Development of efficient finite shell elements for the analysis of sandwich structures under large deformations and global as well as local instabilities |
| title_full | Development of efficient finite shell elements for the analysis of sandwich structures under large deformations and global as well as local instabilities Alois Starlinger |
| title_fullStr | Development of efficient finite shell elements for the analysis of sandwich structures under large deformations and global as well as local instabilities Alois Starlinger |
| title_full_unstemmed | Development of efficient finite shell elements for the analysis of sandwich structures under large deformations and global as well as local instabilities Alois Starlinger |
| title_short | Development of efficient finite shell elements for the analysis of sandwich structures under large deformations and global as well as local instabilities |
| title_sort | development of efficient finite shell elements for the analysis of sandwich structures under large deformations and global as well as local instabilities |
| topic | Sandwichbauweise (DE-588)4051569-2 gnd Schale (DE-588)4052003-1 gnd Finite-Elemente-Methode (DE-588)4017233-8 gnd |
| topic_facet | Sandwichbauweise Schale Finite-Elemente-Methode Hochschulschrift |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=002682352&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV001902156 |
| work_keys_str_mv | AT starlingeralois developmentofefficientfiniteshellelementsfortheanalysisofsandwichstructuresunderlargedeformationsandglobalaswellaslocalinstabilities |