Advances in non-linear finite element methods:
Saved in:
| Format: | Book |
|---|---|
| Language: | English |
| Published: |
Edinburgh
Civil-Comp Press
1994
|
| Subjects: | |
| Online Access: | Inhaltsverzeichnis |
| Physical Description: | VI, 317 S.: graph. Darst. |
| ISBN: | 0948749261 |
Staff View
MARC
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| 245 | 1 | 0 | |a Advances in non-linear finite element methods |c ed. by B. H. V. Topping |
| 264 | 1 | |a Edinburgh |b Civil-Comp Press |c 1994 | |
| 300 | |a VI, 317 S.: graph. Darst. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 650 | 4 | |a Finite element method |v Congresses | |
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Record in the Search Index
| _version_ | 1804125128360984576 |
|---|---|
| adam_text | ♦CONTENTS«·
I
ADAPTIVITY AND ERROR ESTIMATES IN NONLINEAR MECHANICS
II
ERROR ESTIMATOR AND TIME-SPACE PARAMETERS OPTIMIZATION FOR FINITE
ELEMENT NON-LINEAR COMPUTATION, L.
Gallimard,
P. Ladeveze and J.P.
Pelle, Laboratoire de
Mécanique et Technologie,
ENS
de Cachan/CNRS/Universite Paris
6,
France
...................................1
12
ELASTIC AND ULTIMATE
STATE DESIGN TOOLS
FOR STIFFENED
SHELL STRUCTURES,
J.W. Bull, P. Bettess, T. Bond and
I.
Applegarth, Department
of
Civil Engineering,
University of
Newcastle upon Tyne, Newcastle upon
Тупе,
United Kingdom
.........................................................11
2
NON-LINEAR SOLUTION TECHNIQUES
2.1
THE EFFECT OF A SPARSE SOLVER IN LS-NIKE3D, Kuo-Ning Chiang, Bor-Lin Shyu and Hsueh-
Horng
Fu,
National Center for High Performance Computing, Taiwan, ROC
.....................................17
2 2
AN ELASTO-PLASTIC FORMULATION FOR THIN WALLED STRUCTURES, B.A. Izzuddin and
D. Lloyd Smith, Civil Engineering Department, Imperial College, London, United Kingdom
............23
2.3
THE EQUILIBRIUM PATH DETERMINATION IN NONLINEAR ANALYSIS OF STRUCTURES,
T. Sokol
and M. Witkowski, Warsaw University of Technology, Centre of Computer Methods, Warsaw,
Poland
...............................................................................................................................................35
2.4
A NUMERICAL APPROACH TO EXACT FINITE ELEMENTS IN NONLINEAR ANALYSIS OF
BAR STRUCTURES, Z. Waszczyszyn and M. Janus-Michalska,
Institut
Metod Komputerowych w
Inzynieri Lądowej,
Cracow University of
Technology,
Poland
...........................................................47
2.5
NUMERICAL EXPERIMENTS WITH ALGORITHMS FOR VARIATIONAL INEQUALmES IN
MECHANICS,
H.J.C. Barbosa*,
F.M.P. Raupp* and C.C.H.
Borges, ♦LNCC/CNPq, Rio de
Janeiro,
Brazil, #Programa
de Engenharia
Civil, COPPE/UFRJ,
Rio de
Janeiro, Brazil
...................................55
2.6
FINITE ELEMENT ANALYSIS OF MEMBRANE CABLE REINFORCED STRUCTURES AT
LARGE DEFORMATIONS, M. Stanuszek, J.
Orkisz,
Cracow University of Technology, Poland
.....67
2.7
GEOMETRICALLY NONLINEAR DYNAMIC ANALYSIS OF CURVED
EULER
BEAM,
K.M.Hsiao and R.T. Yang, Department of Mechanical Engineering, National Chiao Tung University,
Hsinchu, Taiwan, Republic of China
.................................................................................................77
3
GEOMETRICAL NON-LINEARITY
3.1
MODE-INJECTION FOR THE ANALYSIS OF THROUGH CRACKS IN PRESSURIZED
FUSELAGES,
HAJ. Knops*
and E. Riks#, *MARC Analysis Research Corporation
-
Europe,
Zoetermeer^Faculty of Aerospace Engineering, Technical University of Delft, Delft, The Netherlands
......................................................................................................... .................................................83
3.2
A LARGE
ΉΜΕ
INCREMENT APPROACH FOR LARGE DISPLACEMENT PROBLEMS,
P.A.
Boucard, P. Ladeveze, M. Poss and P. Rougee,
Laboratoire de Mécanique et Technologie,
ENS
de
Cachan
CNRS/Université Paris
6,
France
...........................................................................................99
4
CONCRETE
MODELLING
4.1
SIZE EFFECTS IN STRUCTURAL CONCRETE: A NUMERICAL EXPERIMENT.
M D.
Kotsovos*
and M.N. Pavlovic#, *Department of Civil Engineering, National Technical University of Athens,
Athens, Greece, #Department of Civil Engineering, Imperial College of Science, Technology and
Medicine. London, United Kingdom
..................................................................................................109
4.2
ADAPTIVE NONLINEAR ANALYSIS OF REINFORCED CONCRETE FRAMES, B.A. Izzuddin,
Civil Engineering Department, Imperial College, London, United Kingdom,
....................................119
4.3
MONTE CARLO ANALYSIS OF TALL CONCRETE STRUCTURES, M. Koutsoukis and A.J.
Beasley, Department of Civil
&
Mechanical Engineering, University of Tasmania at
Hobart, Hobart,
Tasmania, Australia
...........................................................................................................................129
4.4
COMPUTATIONAL MODELLING OF SHOCK-WAVE PROPAGATION IN REINFORCED
CONCRETE, S.J. Eibl and W.
Wunderlich,
Bilfinger
& Berger AG, München, Institute
for Structural
Mechanics,
TU München,
Germany
...................................................................................................135
5
MODELLING OF MASONRY STRUCTURES
5.1
NUMERICAL STRATEGIES FOR SOLVING CONTINUUM DAMAGE PROBLEMS INVOLVING
SOFTENING: APPLICATION TO THE HOMOGENIZATION OF MASONRY, P. Pegon and A.
Anthoine, Joint Research Center, Safety Technology Institute, Applied Mechanics Division,
Ispra,
Italy
............................................................................... ...........................................................................143
6
GRANULAR MATERIALS
6.1
THE APPLICATION OF THE IMPLICIT STANDARD MATERIAL TO THE
NON
STANDARD
PLASTICITY OF GRANULAR MATERIALS,
G. de
Saxce* and L. Bousshine#, ♦Mechanics of
Materials and Structures,
Polytechnique
Faculty of Mons, Mons, Belgium, #National Higher School of
Electricity and Mechanics, Casablanca, Morocco, #Mining Engineers, School of
Douai,
France
........159
6.2
INFLUENCE OF FABRIC CHANGE ON GRANULAR MATERIAL RESPONSE, T.P. Chang,
C L.
Liao and B.H. Chen, Department of Construction Engineering, National Taiwan Institute of Technology,
Taipei, Taiwan, Republic of China
.....................................................................................................169
7
COMPOSITES
7 1
FINITE ELEMENT ANALYSIS OF THICK THERMOSETTING MATRIX COMPOSITE CURING
PROCESS, S. Yi,
H.H.
Hilton and M.F. Ahmad, National Center for Supercomputing Applications,
University of Illinois at Urbana-Champaign,
Urbana,
United States of America
.................................177
7.2
DELAMINATION GROWTH SIMULATION WITH A MOVING MESH TECHNIQUE, S.
Rinderknecht
and B. Kroplin, Institute for Statics and Dynamics of Aerospace Structures,University of
Stuttgart, Stuttgart, Germany
.............................................................................................................187
7.3
ON A COMPUTATIONAL METHOD FOR WAVE PROPAGATION IN MULTI-LAMINATED
STRUCTURES. DA. Sotiropoulos and
CG. Sifniotopoulos,
Department of Engineering Sciences,
Technical University of Crete, Chania, Greece
...................................................................................199
7.4
COUPLING OF A MICROMECHANICALLY BASED VOID GROWTH MODEL WITH A
MACROCRACK MODEL FOR THE SIMULATION OF DAMAGE EVOLUTION IN DUCTILE
MATERIALS,
C. Könke,
Institute
for Statics and Dynamics, Ruhr University
Bochum. Bochum,
Germany
..........................................................................................................................................205
7.5
MATRIX DAMAGE ANALYSIS OF FIBROUS COMPOSITES,
Y
W.
Kwon and
J.M
Berner,
Department
of Mechanical
Engineering, Naval
Postgraduate School, Monterey. California, United States
of America
.........................................................................................................................................221
7.6
FINITE ELEMENT MODEL FOR STRUCTURES WITH THIN FIBRE REINFORCED LAYERS, J.
Jagusch,
N.
Gebbeken, M. Kaliske and
H. Rothert, Institut
für Statik, Universität Hannover,
Germany
..........................................................................................................................................................229
7.7 TRANVERSE NORMAL
STRAINS IN THE NONLINEAR ANALYSIS OF COMPOSITE
LAMINATES,
Y.
Basar and
Y.
Ding,
Institut
für Statik und Dynamik der Ruhr-Universität Bochum,
Bochum,
Germany
.............................................................................................................................237
7.8
VIBRATIONS OF LAMINATED BEAMS,
A.D.
Campos and A.E.A.
Kurban,
Departamento
de
Engenharia
Civil,
Instituto Militar de Engenharia, Rio de Janeiro,
Brazil
...........................................243
7.9
IMPROVED NONLINEAR FINITE ELEMENT ANALYSIS OF LAYERED COMPOSITE
STRUCTURES USING THIRD-ORDER THEORY, S. Maksimovic* and M. Komnenovic#,
*
Aeronautical Institute, Belgrade, Yugoslavia, #Faculty of Civil Engineering, Belgrade, Yugoslavia.
251
7.10
VIBRATION OF BONDED PLATES, C.C Lin, R.C.
Chu
and
ТС. Ко,
College of Science, National
Chung-Hsing University, Taichung, Taiwan
......................................................................................263
7.11
STABILITY AND VIBRATION ANALYSIS OF COMPOSITE PLATES BY THE SEMI-
ANALYTICAL METHOD, T. Kermanidis and G. Labeas, Mechanical Engineering Department,
University of
Patras, Patras,
Greece
...................................................................................................273
8
DESIGN OF COMPOSITES
8.1
ITERATIVE AND DIRECT TECHNIQUES FOR THREE DIMENSIONAL HOMOGENIZATION OF
PERIODIC INELASTIC COMPOSITES, C.C. Swan, College of Engineering, Department of Civil
&
Environmental Engineering, The University of Iowa, Iowa City, United States of America
................279
9
FRACTURE MECHANICS
9.1
FRACTURE MECHANICS TOOLS FOR STRUCTURAL DESIGN AND ANALYSIS, H. Talja, H.
Raiko and T.P.J.
Mikkola,
Technical Research Centre of Finland,
Espoo,
Finland
.............................291
9.2
FAST PROPAGATION OF STRONG DISCONTINUITIES,
AG. Varias,
Shell Research, Amhem, The
Netheriands
........................................................................................................................................303
9.3
ANALYSIS OF CRACKED BEAMS BY THE TRANSFER MATRIX METHOD, T. Kermanidis and
G.A. Labeas, Mechanical Engineering Department, University of
Patras, Patras.
Greece
....................311
111
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| spelling | Advances in non-linear finite element methods ed. by B. H. V. Topping Edinburgh Civil-Comp Press 1994 VI, 317 S.: graph. Darst. txt rdacontent n rdamedia nc rdacarrier Finite element method Congresses Nonlinear mechanics Congresses Finite-Elemente-Methode (DE-588)4017233-8 gnd rswk-swf (DE-588)1071861417 Konferenzschrift 1994 Athen gnd-content Finite-Elemente-Methode (DE-588)4017233-8 s DE-604 Topping, Barry H. Sonstige oth Digitalisierung TU Muenchen application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=007108155&sequence=000002&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Advances in non-linear finite element methods Finite element method Congresses Nonlinear mechanics Congresses Finite-Elemente-Methode (DE-588)4017233-8 gnd |
| subject_GND | (DE-588)4017233-8 (DE-588)1071861417 |
| title | Advances in non-linear finite element methods |
| title_auth | Advances in non-linear finite element methods |
| title_exact_search | Advances in non-linear finite element methods |
| title_full | Advances in non-linear finite element methods ed. by B. H. V. Topping |
| title_fullStr | Advances in non-linear finite element methods ed. by B. H. V. Topping |
| title_full_unstemmed | Advances in non-linear finite element methods ed. by B. H. V. Topping |
| title_short | Advances in non-linear finite element methods |
| title_sort | advances in non linear finite element methods |
| topic | Finite element method Congresses Nonlinear mechanics Congresses Finite-Elemente-Methode (DE-588)4017233-8 gnd |
| topic_facet | Finite element method Congresses Nonlinear mechanics Congresses Finite-Elemente-Methode Konferenzschrift 1994 Athen |
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