Nichtlineare Berechnung von Plattenfundamenten: = Nonlinear analysis of mat foundations
Saved in:
| Main Author: | |
|---|---|
| Format: | Thesis Book |
| Language: | German |
| Published: |
Berlin
Logos-Verl.
2001
|
| Series: | Advances in geotechnical engineering and tunnelling
6 |
| Subjects: | |
| Online Access: | Inhaltsverzeichnis |
| Physical Description: | XIII, 163 S. graph. Darst. 24 cm |
| ISBN: | 3832500316 |
Staff View
MARC
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| 246 | 1 | 1 | |a Nonlinear analysis of mat foundations |
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Record in the Search Index
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|---|---|
| adam_text | NICHTLINEARE BERECHNUNG VON PLATTENFUNDAMENTEN NONLINEAR ANALYSIS OFMAT
FOUNDATIONS MICHAEL FIEDLER UNIVERSITY OF INNSBRUCK, INSTITUTE OF
GEOTECHNICS AND TUNNELLING E-MAIL: HOMEPAGE:
HTTP://GEOTECHNIK.UIBK.AC.AT/STAFF/FIEDLER.HTML INHALTSVERZEICHNIS 1
EINFUEHRUNG 1 INTRODUCTION 1.1 PROBLEMSTELLUNG 1 PROBLEM OVERVIEW 1.2
ZIELSETZUNG UND INHALT DER ARBEIT 4 CONCEPT OFTHIS STUDY 1.3
KONVENTIONEN 5 SCIENTIFIC NOTATION 2 FINITE ELEMENTE METHODE 7 FINITE
ELEMENT METHOD 2.1 SCHWACHE FORMULIERUNG DER GLEICHGEWICHTSBEDINGUNGEN 7
WEAKFORM OFTHE EQUILIBRIUM EQUATIONS 2.2 RAEUMLICHE DISKRETISIERUNG DURCH
FINITE ELEMENTE 8 SPATIAL DISCRETIZATION 2.3 LASTINKREMENTIERUNG 9 LOAD
INCREMENTS 2.4 ITERATIVER LOESUNGSALGORITHMUS 10 ITERATIVE SOLUTION
ALGORITHM 3 BESCHREIBUNG DES BODENS 13 SOTT MODELLING 3.1 ANFORDERUNGEN
AN BODENSTOFFGESETZE 13 REQUIREMENTS FOR SOIL CONSTHUTIVE EQUATIONS 3.2
HYPOPLASTISCHE STOFFGESETZE 15 HYPOPLASTICITY 3.2.1 KONSTITUTIVE
GLEICHUNGEN 15 E CONSTITUTIVE EQUATIONS 3.2.2 GRENZFLAECHE UND
HUELLFLAECHE 20 LIMIT SURFACE AND BOUNDING SURFACE V VI INHALTSVERZEICHNIS
3.2.3 FE-IMPLEMENTIERUNG 22 FE-IMPLEMENTATION 3.2.4
ANFANGSSPANNUNGSZUSTAND 25 INITIAL STRESS STATE 3.2.5 BESTIMMUNG DER
MATERIALPARAMETER 25 DETERMINATION OFTHE MATERIAL PARAMETERS 3.3
ELASTOPLASTISCHES STOFF GESETZ . . . 30 ELASTO-PLASTIC MATERIAL LAW
3.3.1 KONSTITUTIVE GLEICHUNGEN 30 CONSTITUTIVE EQUATIONS 3.3.2
AKTUALISIERUNG DER SPANNUNGEN 33 STRESS UPDATE 3.3.3 TANGENTIELLE
MATERIALSTEIFIGKEITSMATRIX 37 TANGENT STIFFNESS MODULUS TENSOR 3.3.4
KALIBRIERUNG DER MATERIALPARAMETER 38 DETERMINATION OFTHE MATERIAL
PARAMETERS 3.4 VERIFIZIERUNG DER BODENSTOFFGESETZE 44 VERIFICALION OFTHE
CONSTITUTIVE LAWSFOR GRANULAER SOILS 3.4.1 ELEMENTVERSUCHE 44 SINGLE
ELEMENT TESTS 3.4.2 ELASTISCHES STREIFENFUNDAMENT 50 ELAST IC STRIP
FOUNDATION 4 BETON UND STAHLBETON 65 PIAIN AND REINFORCED CONCRETE 4.1
MATERIALVERHALTEN 65 MATERIAL BEHAVIOUR, PHYSICAL BACKGROUND AND
CLASSIFICATION 4.1.1 BETON 65 CONCRETE 4.1.2 BEWEHRUNGSSTAHL 68
REINFORCING STEEL 4.1.3 STAHLBETON 70 REINFORCED CONCRETE 4.2
WERKSTOFFMODELL FUER BETON 72 MATERIAL MODEL FOR CONCRETE
INHALTSVERZEICHNIS VII 4.2.1 ENTWICKLUNG 72 INTRODUCTION 4.2.2
MATHEMATISCHES MODELL 73 MATHEMATICAL MODEL 4.2.3 VERSAGENSKURVE - 78
FAILURE CRITERION 4.2.4- FLIESSPOTENTIAL 83 PLASTIC POTENTIAL 4.2.5
SCHAEDIGUNG 85 DAMAGE 4.2.6 AKTUALISIERUNG DER SPANNUNGEN 88 STRESS
UPDATE 4.2.7 KONSISTENTE TANGENTE 94 MATERIAL STIFFNESS MATRIX 4.3
STAHLBETON 97 REINFORCED CONCRETE 4.3.1 TS-ANSATZ Y 100 TENSION
STIFFENING FUNCTION |_/J 4.3.2 TS-ANSATZ [T] 101 TENSION STIFFENING
FUNCTION |_2J 4.4 VERIFIZIERUNG DES BETONSTOFFGESETZES 103 VERIFICATION
OFTHE CONCRETE MATERIAL MODEL 4.4.1 UNBEWEHRTER BETON 103 PIAIN CONCRETE
4.4.2 STAHLBETON 106 REINFORCED CONCRETE 5 BODEN-BAUWERK-INTERAKTION 114
SOTT STRUCTURE INTERACTION 5.1 ELASTISCHES FUNDAMENT 117 ELAST IC
FOUNDATION 5.1.1 BETTUNGSMODULVERFAHREN 117 ELASTIC SPRING MODEL 5.1.2
ELASTISCHES KONTINUUM 122 ELASTIC CONUENUUM VIII INHALTSVERZEICHNIS 5.1.3
NICHTLINEARE BODENMODELLE 126 NONLINEAR SOIL MATERIAL MODEIS 5.2
BETONPLATTE 128 CONCRETE SLAB 5.2.1 VORBEMESSUNG 129 PRELIMINARY
DIMENSIONING 5.2.2. BEMESSUNG NACH DEM BETTUNGSMODULVERFAHREN 130
DIMENSIONING USING THE RESULTS OFTHE SPRING MODEL CALCULATIONS 5.2.3
BEMESSUNG NACH DER ELASTISCHEN KONTINUUMSLOESUNG 131 DIMENSIONING USING
THE RESULTS OFTHE CALCULATION WITH THE ELASTIC CONTINUUM 5.2.4 MOMENTE
UND VERFORMUNGEN UNTER GEBRAUCHSLAST 131 BENDING MOMENTS AND DEFORMATION
UNDER SERVICE LOAD 5.2.5 EINFLUSS DER BETONZUGFESTIGKEIT 134 LNFLUENCE
OFTHE CONCRETE TENSILE STRENGTH 5.3 TRAGLAST 135 ULTIMATE BEARING
CAPACITY 5.3.1 REFERENZLOESUNG HYPOL REFERENCE SOLUTION 136 5.3.2
EINFLUSS DER BETONZUGFESTIGKEIT AUF DIE TRAGLAST 139 LNFLUENCE OFTHE
CONCRETE TENSILE STRENGTH ON THE ULTIMATE LIMIT LOAD 5.3.3 EINFLUSS DER
MAXIMALEN STAHLDEHNUNG 140 INFLUENCE OFTHE REINFORCING STEEL STRAIN
LIMIT 5.3.4 EINFLUSS DES BODENSTOFFGESETZES AUF DIE TRAGLAST 141
INFLUENCE OFTHE SOIL MODEL ON THE ULTIMATE LIMIT LOAD 5.3.5 KONSEQUENZEN
FUER DIE BEMESSUNG DER BIEGEBEWEHRUNG . . . 142 CONSEQUENCES FOR THE
DESIGN OF THE STEEL REINFORCEMENT 5.4 DREIDIMENSIONALE BERECHNUNG UNTER
GEBRAUCHSLAST 145 THREE DIMENSIONAL MODEL WITH SERVICE LOAD 6
ZUSAMMENFASSUNG 151 SUMMARY 6.1 GRUNDLAGEN 151 PROBLEM OUTLINE 6.2
ERGEBNISSE 152 RESULTS INHALTSVERZEICHNIS IX 6.3 AUSBLICK 155 OUTLOOK
LITERATURVERZEICHNIS BIBLIOGRAPHY 156 ANHANG APPENDIX 162 A
VERSUCHSDATEN VON SCHLEGEL FUER VERSUCH NR. 3 163 EXPERIMENTAL RESULTS
FROM SCHLEGEL, EXPERIMENT NO. 3
|
| any_adam_object | 1 |
| author | Fiedler, Michael |
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| genre_facet | Hochschulschrift |
| id | DE-604.BV023833366 |
| illustrated | Illustrated |
| indexdate | 2024-07-09T21:37:40Z |
| institution | BVB |
| isbn | 3832500316 |
| language | German |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-017475515 |
| oclc_num | 76386443 |
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| owner | DE-634 DE-83 |
| owner_facet | DE-634 DE-83 |
| physical | XIII, 163 S. graph. Darst. 24 cm |
| publishDate | 2001 |
| publishDateSearch | 2001 |
| publishDateSort | 2001 |
| publisher | Logos-Verl. |
| record_format | marc |
| series | Advances in geotechnical engineering and tunnelling |
| series2 | Advances in geotechnical engineering and tunnelling |
| spelling | Fiedler, Michael Verfasser aut Nichtlineare Berechnung von Plattenfundamenten = Nonlinear analysis of mat foundations Michael Fiedler Nonlinear analysis of mat foundations Berlin Logos-Verl. 2001 XIII, 163 S. graph. Darst. 24 cm txt rdacontent n rdamedia nc rdacarrier Advances in geotechnical engineering and tunnelling 6 Zugl.: Innsbruck, Univ., Diss., 2001 Setzung (DE-588)4181092-2 gnd rswk-swf Gründungsplatte (DE-588)4158349-8 gnd rswk-swf Boden-Bauwerk-Wechselwirkung (DE-588)4609069-1 gnd rswk-swf Finite-Elemente-Methode (DE-588)4017233-8 gnd rswk-swf Stahlbeton (DE-588)4056840-4 gnd rswk-swf Biegemoment (DE-588)4145335-9 gnd rswk-swf (DE-588)4113937-9 Hochschulschrift gnd-content Gründungsplatte (DE-588)4158349-8 s Stahlbeton (DE-588)4056840-4 s Boden-Bauwerk-Wechselwirkung (DE-588)4609069-1 s Setzung (DE-588)4181092-2 s Biegemoment (DE-588)4145335-9 s Finite-Elemente-Methode (DE-588)4017233-8 s DE-604 Advances in geotechnical engineering and tunnelling 6 (DE-604)BV013560385 6 GBV Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=017475515&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Fiedler, Michael Nichtlineare Berechnung von Plattenfundamenten = Nonlinear analysis of mat foundations Advances in geotechnical engineering and tunnelling Setzung (DE-588)4181092-2 gnd Gründungsplatte (DE-588)4158349-8 gnd Boden-Bauwerk-Wechselwirkung (DE-588)4609069-1 gnd Finite-Elemente-Methode (DE-588)4017233-8 gnd Stahlbeton (DE-588)4056840-4 gnd Biegemoment (DE-588)4145335-9 gnd |
| subject_GND | (DE-588)4181092-2 (DE-588)4158349-8 (DE-588)4609069-1 (DE-588)4017233-8 (DE-588)4056840-4 (DE-588)4145335-9 (DE-588)4113937-9 |
| title | Nichtlineare Berechnung von Plattenfundamenten = Nonlinear analysis of mat foundations |
| title_alt | Nonlinear analysis of mat foundations |
| title_auth | Nichtlineare Berechnung von Plattenfundamenten = Nonlinear analysis of mat foundations |
| title_exact_search | Nichtlineare Berechnung von Plattenfundamenten = Nonlinear analysis of mat foundations |
| title_full | Nichtlineare Berechnung von Plattenfundamenten = Nonlinear analysis of mat foundations Michael Fiedler |
| title_fullStr | Nichtlineare Berechnung von Plattenfundamenten = Nonlinear analysis of mat foundations Michael Fiedler |
| title_full_unstemmed | Nichtlineare Berechnung von Plattenfundamenten = Nonlinear analysis of mat foundations Michael Fiedler |
| title_short | Nichtlineare Berechnung von Plattenfundamenten |
| title_sort | nichtlineare berechnung von plattenfundamenten nonlinear analysis of mat foundations |
| title_sub | = Nonlinear analysis of mat foundations |
| topic | Setzung (DE-588)4181092-2 gnd Gründungsplatte (DE-588)4158349-8 gnd Boden-Bauwerk-Wechselwirkung (DE-588)4609069-1 gnd Finite-Elemente-Methode (DE-588)4017233-8 gnd Stahlbeton (DE-588)4056840-4 gnd Biegemoment (DE-588)4145335-9 gnd |
| topic_facet | Setzung Gründungsplatte Boden-Bauwerk-Wechselwirkung Finite-Elemente-Methode Stahlbeton Biegemoment Hochschulschrift |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=017475515&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
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