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Civil-Comp Proceedings
ISSN 1759-3433
CCP: 39
ADVANCES IN FINITE ELEMENT TECHNOLOGY
Edited by: B.H.V. Topping

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Preliminaries
1MESH GENERATION AND GEOMETRIC REPRESENTATION  
1.1 A Review of Mesh Generation
N.P. Weatherill
1
1.2 Derivation of Appropriate Idealisations in Finite Element Modelling
C.G. Armstrong, R.J. Donaghy and S.J. Bridgett
11
1.3 Three Dimensional Geometric Modelling based on NURBS: A Review
E. Dimas and D. Briassoulis
21
1.4 Flow Modelling using Quadtrees and Multigrid Techniques
C. Gaspar
31
2ADAPTIVITY AND ERROR ESTIMATORS  
2.1 Improved Eigenfrequencies and Eigenmodes in Free Vibration Analysis
N.-E. Wiberg, R. Bausys and P. Hager
43
2.2 A Posteriori Error Estimation in Constitutive Law for Acoustic Finite Element Analysis
P. Bouillard and G. Warzee
55
2.3 Aspects of Hierarchical h-Adaptive Dynamic Analyses
J. Riccius and K. Schweizerhof
61
2.4 An Adaptive Multigrid Algorithm for Finite Element Analysis of Plates
S. Lopez and S. Fortino
71
2.5 Adaptive Control for Time-Dependent Nonlinear Finite Element Analysis
P. Ladeveze and N. Moes
79
2.6 Quasi-Regional Mapping for the p-Version of the Finite Element Method
Gy. Kiralyfalvi and B.A. Szabo
93
2.7 Polynomial Representations with Built-in Field Equations for Patch Recovery Procedures
J. Aalto and M. Aman
109
2.8 Displacement based Continuous Stress Recovery Procedure
D. Mijuca, Z. Draskovic and M. Berkovic
127
2.9 Built-in Field Equations for Patch Recovery Procedures using Weighted Residuals
J. Aalto and M. Perala
135
2.10 A Hierarchical Adaptive Finite Element Strategy for Elastic-Plastic Problems
H. Cramer, M. Rudolph, G. Steinl and W. Wunderlich
151
2.11 The Analysis and Design of Stiffened Shell Structures using Automatic Adaptive Mesh Generation and Error Estimators
J.W. Bull, L.Y. Li and P. Bettess and T. Bond
161
2.12 Nonlinear Adaptive Analysis and Animation via Quasi-Newton Approach
O. Ohtmer
167
3ELEMENT TECHNOLOGY  
3.1 Numerical Implementation of Hybrid-Trefftz Displacement Elements
J.A. Teixeira de Freitas and C. Cismasiu
179
3.2 Universal Serendipity Elements with Unequally Spaced Edge Nodes
M. Utku
189
3.3 Formulation of Hybrid-Trefftz Displacement Elements
J.A. Teixeira de Freitas and C. Cismasiu
195
4FINITE ANALYSIS OF PLATE AND SHELL STRUCTURES  
4.1 Efficient 3-Node Shear Deformable Plate/Shell Elements - An Almost Hopeless Undertaking
C. Hausser and E. Ramm
203
4.2 A Survey in the Definition of Transverse Displacement for Discrete Reissner-Mindlin Plate Elements
R.M. Sydenstricker and L. Landau
217
4.3 A Super-B-Spline Finite Element Method for Buckling and Vibration Analysis of Plates
S. Wang
231
4.4 Modelling General Shell Configurations with a Four-Node Shell Element
D. Briassoulis
237
5TECHNIQUES FOR THE SOLUTION OF LARGE SCALE PROBLEMS  
5.1 A Graph Theoretical Method for Frontwidth Reduction
A. Kaveh and G.R. Roosta
245
5.2 A Unified Set of Algorithms for Profile and Wavefront Reduction of Sparse Matrices with a Symmetric Structure
S.R.P. Medeiros, P.M. Pimenta, P. Goldenberg and R.M.L.R.F. Brasil
255
5.3 Bandwidth Optimization for Rectangular Matrices
A. Kaveh and A. Mokhtar-zadeh
263
5.4 Fast Iterative Solvers for Finite Element Analysis in General and Shell Analysis in Particular
P. Saint-Georges, G. Warzee, Y. Notay and R. Beauwens
273
6FINITE ELEMENT MODELLING OF GEOTECHNICAL AND GEOMECHANIC PROBLEMS  
6.1 Analysis of Discontinuities in Geomechanics with Joint Elements
M.H.F. Melao Barros and M. Eugenia Rocha
283
6.2 Damping of Tubes Filled with Granular Materials: A Non-Conservative Dynamic Stiffness Analysis
J.M. Bourinet and D. Le Houedec
289
6.3 Finite Element Analyses of Vertical Anchor Wall Behaviour in Clay Backfill
E.A. Dickin and G.J.W. King
301
7NON-LINEAR SOLUTION AND TRANSIENT DYNAMIC SOLUTION PROCEDURES  
7.1 A Large Time Increment Approach for Thermo-Mechanical Problems
J.Y. Cognard, P. Ladeveze and P. Talbot
309
8MATERIALS MODELLING  
8.1 Rate-Dependent Smeared Crack Model in Transient Dynamic Analyses
Z. Ren and N. Bicanic
319
8.2 Numerical Analysis of the Plain Concrete Model Predicition for Non-Proportional Loading Paths
A. Winnicki and Cz. Cichon
331
8.3 The Bipotential Approach: Some Applications
M. Hjiaj, G. De Saxce and N.-E. Abriak
341
9FINITE ELEMENT STUDIES FOR ANALYSIS, DESIGN AND MAINTENANCE  
9.1 The Numerical Modelling of Camouflets to Determine their Effect on Overlaying Runways
J.W. Bull and C.H. Woodford
349
9.2 Finite Element Analysis for Seismic Damage Prediction of a Retrofitted Masonry Building
M.A. Haroun, H. Bhatia and E.H. Ghoneam
357
9.3 Vibration of Varying Thickness Circular Cylinders under Uniform External Pressure
C.T.F. Ross, M.W. Taylor and W.D. Richards
363
9.4 Simplified Procedure for the Nonlinear Seismic Analysis of Bridges
F. Montans and E. Alarcon
371
9.5 Design of a Vibration Isolating Screen
G. De Roeck, G. Degrande, W. Dewulf, P. Van de Broeck and M. Verlinden
379
9.6 Nonlinear Analysis for the Design of RC Plates and Shells
U. Wittek and R. Meiswinkel
387
9.7 The Modelling of Continuous Concrete Surfacing Overlaying the Repair of Craters in Airfield Runways
J.W. Bull and C.H. Woodford
395
9.8 BMM for Long-Term Bridge Deterioration by Dynamic Structural Analysis System
H. Alaylioglu and A. Alaylioglu
405
9.9 Neutral Axis Variation in Bridge Decks
E.J. O'Brien and D.L. Keogh
421
9.10 Finite Element Modelling of Driven Notch Behaviour in Polymer
Z.W. Guan
429
9.11 Collapse of Thick-Walled Circular Conical Shells under External Pressure
C.T.F. Ross and D. Sawkins
437
10VISUALISATION OF THE FINITE ELEMENT METHOD  
10.1 Visualization of FE-Data, Interactively and on Video
H. Tagnfors
443

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