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Contents
Index
- 1
-
ACI.
Prediction of Creep, Shrinkage, and Temperature Effects in Concrete
Structures.
Tech. Rep. ACI 209R-82, American Concrete Institute, 1982.
- 2
-
ALLAART, A. P.
Design Principles for Flexible Pavements - a Computational
Model for Granular Bases.
PhD thesis, Delft University of Technology, 1992.
- 3
-
BATHE, K.-J., AND KOSHGOFTAAR, M. R.
Finite element free surface seepage analysis without mesh
iteration.
Int. J. Num. and An. Meth. Geomech. 3 (1979), 13-22.
- 4
-
BAŠZANT, Z. P.
Thermodynamics of solidifying or melting viscoelastic material.
J. Eng. Mech. Div., ASCE 105, 6 (1979), 933-950.
- 5
-
BAŠZANT, Z. P., AND CEDOLIN, L.
Blunt crack band propagation in finite element analysis.
J. Eng. Mech. Div., ASCE 105, 2 (1979), 297-315.
- 6
-
BAŠZANT, Z. P., AND GAMBAROVA, P. G.
Rough crack models in reinforced concrete.
J. Struct. Eng., ASCE 106, 4 (1980), 819-842.
- 7
-
BEAR, J.
Dynamics of Fluids in Porous Media.
American Elsevier, 1972.
- 8
-
BESSELING, J. F.
A theory of elastic, plastic and creep deformations of an initially
isotropic material showing anisotropic strain-hardening, creep recovery and
secondary creep.
J. Appl. Mech., ASME 25 (1958), 529-536.
- 9
-
BESSELING, J. F.
Finite element properties, based upon elastic potential
interpolation.
In Hybrid and Mixed Finite Element Methods. John Wiley &
Sons, 1983, pp. 253-266.
- 10
-
BORJA, R.
Cam-Clay plasticity. Part II: Implicit integration of constitutive
equations based on a nonlinear elastic stress predictor.
Comp. Meth. Appl. Mech. Eng., 88 (1991), 225-240.
- 11
-
BOYCE, H. R.
A non-linear model for the elastic behaviour of granular materials
under repeated loading.
In Proc. Int. Symposium on Soils under Cyclic and Transient
Loading (Swansea, 1980).
- 12
-
BRAA, H.
Private communication, 1997.
- 13
-
BRITTO, A. M., AND GUNN, M. J.
Critical State Soil Mechanics via Finite Elements.
John Wiley & Sons, 1987.
- 14
-
CARRANZA-TORRES, J., AND FAIRHURST, C.
The elasto-plastic response of underground excavations in rock
masses that satisfy the Hoek-Brown failure criterion.
Int. J. of Rock Mechanics and Mining Sciences 36 (1999),
777-809.
- 15
-
CAZEMIER, W., FEENSTRA, P. H., SNIJDERS, J. M. A., VISSCHEDIJK, M. A. T.,
BEZUIJEN, A., TEUNISSEN, J. M. A., VAN KESTEREN, W. G. M., AND MEIJER, K.
TNO Liquefaction Project - Definition Study.
Tech. Rep. 97-NM-R1449, TNO Building and Construction Research, 1998.
- 16
-
CEB-FIP.
CEB-FIP Model Code 1990.
Comité Euro-International du Béton, 1993.
- 17
-
CORNELISSEN, H. A. W., HORDIJK, D. A., AND REINHARDT, H. W.
Experimental determination of crack softening characteristics of
normalweight and lightweight concrete.
Heron 31, 2 (1986).
- 18
-
CRISFIELD, M. A., AND WILLS, J.
Analysis of R/C panels using different concrete models.
J. Eng. Mech. Div., ASCE 115, 3 (1989), 578-597.
- 19
-
DASCHNER, F., AND KUPFER, H.
Versuche zur Schubkraftübertragung in Riße von Normal- und
Leichtbeton.
Bauingenieur 57 (1982), 57-60.
- 20
-
DE BORST, R.
Smeared cracking, plasticity, creep and thermal loading - a unified
approach.
Comp. Meth. Appl. Mech. Eng. 62 (1987), 89-110.
- 21
-
DE BORST, R., AND FEENSTRA, P. H.
Studies in anisotropic plasticity with reference to the Hill
criterion.
Int. J. Num. Meth. Eng. 29 (1990), 315-336.
- 22
-
DE BORST, R., AND NAUTA, P.
Non-orthogonal cracks in a smeared finite element model.
Engineering Computations 2 (1985), 35-46.
- 23
-
DE BORST, R., AND PEETERS, P. P. J. M.
Analysis of concrete structures under thermal loading.
Comp. Meth. Appl. Mech. Eng. 77 (1989), 293-310.
- 24
-
DE BORST, R., AND VAN DEN BOOGAARD, A. H.
Finite-element modeling of deformation and cracking in early-age
concrete.
J. Eng. Mech. Div., ASCE 120, 12 (1994), 2519-2534.
- 25
-
D¨ORR, K.
Ein Beitrag zur Berechnung von Stahlbetonscheiben unter
besonderer Berücksichtigung des Verbundverhaltens.
PhD thesis, University of Darmstadt, 1980.
- 26
-
FEENSTRA, P. H.
Numerical Simulation and Stability Analysis of Crack Dilatancy
Models.
Tech. Rep. BI-89-191, TNO Building and Construction Research,
Rijswijk, The Netherlands, 1989.
- 27
-
FEENSTRA, P. H.
Computational Aspects of Biaxial Stress in Plain and Reinforced
Concrete.
PhD thesis, Delft University of Technology, 1993.
- 28
-
FEENSTRA, P. H.
Implementation Bowl Model.
Tech. Rep. 98-NM-R0603, TNO Building and Construction Research, 1998.
- 29
-
FUKUTAKE, K., AND MATSUOKA, H.
A unified law for dilatancy under multi-directional shearing.
Proc. Japan Society of Civil Engineers, 412/III-12 (1995),
143-151.
- 30
-
FUKUTAKE, K., AND OHTSUKI, A.
Prediction of preventing liquefaction of improved soil by
three-dimensional analysis.
In Proc. GEO-COAST '91, Yokohama (1991), pp. 447-452.
- 31
-
FUKUTAKE, K., AND OHTSUKI, A.
Three-dimensional liquefaction analysis of partially improved
ground.
Earthquake Geotechnical Engineering (1995), 851-856.
- 32
-
FUKUTAKE, K., OHTSUKI, A., SATO, M., AND SHAMOTO, Y.
Analysis of saturated dense sand-structure system and comparison
with results from shaking table tests.
Earthquake Engrg. and Struct. Dynam. 19 (1990), 997-992.
- 33
-
GAMBAROVA, P. G., AND KARAKOSC, C.
A new approach to the analysis of the confinement role in regularly
cracking concrete elements.
In Trans. 7th Struct. Mech. in Reactor Tech. (1983), vol. H,
pp. 251-261.
- 34
-
GENS, A., CAROL, I., AND ALONSO, E. E.
An interface element formulation for the analysis of
soil-reinforcement interaction.
Comp. Geotechnics 7 (1988), 133-151.
- 35
-
GROEN, A. E.
Elastoplastic Modelling of Sand Using a Conventional Model.
Tech. Rep. 03.21.0.31.34/35, Delft University of Technology, 1995.
- 36
-
GROEN, A. E.
Two Elastoplastic Models for the Behaviour of Soils.
Tech. Rep. 03.21.0.31.12, Delft University of Technology, 1995.
- 37
-
HARDIN, B. O., AND DRNEVICH, V. P.
Shear modulus and damping in soils: Design equations and curves.
J. Soil Mech. Found. Div. ASCE 98, SM7 (1972), 667-692.
- 38
-
HILL, R.
A theory of the yielding and plastic flow of anisotropic materials.
Proc. Roy. Soc. London A193 (1947), 281-297.
- 39
-
HOEK, E., AND BROWN, E. T.
Practical estimates of rock mass strength.
Int. J. of Rock Mechanics and Mining Sciences - Geom. Abstr.
34 (1997), 1165-1186.
- 40
-
HOEK, E., KAISER, P. K., AND BAWDEN, W. F.
Support of Underground Excavations in Hard Rock.
Balkema, Rotterdam, 1995.
- 41
-
HOFFMANN, O.
The brittle strength of orthotropic materials.
J. Comp. Mat. 1 (1967), 200-206.
- 42
-
HOHBERG, J. M.
A note on the spurious kinematic oscillatons in FEM joint elements.
Earthq. Engrg. Struct. Dynamics 19 (1990), 773-779.
- 43
-
HORDIJK, D. A.
Local Approach to Fatigue of Concrete.
PhD thesis, Delft University of Technology, 1991.
- 44
-
HORTNÆS-PEDERSEN, A. G. I., TEUNISSEN, J. A. M., AND BEST, H.
Groundwater Flow With Phreatic Line as a Non-stationary Process.
Tech. Rep. ??, Delft Soil Mechanics Laboratory, Delft, 1986.
- 45
-
HUYAKORN, P. S., GUVANASEN, V., WADSWORTH, T. D., AND SPRINGER, E. P.
Three-dimensional finite element techniqes for simulating unconfined
flow with seepage faces.
In Proc. VI Int. Conf. on Finite Elements in Water
Resources (Lisboa, 1986).
- 46
-
IAI, S.
Micromechanical background to a Strain Space Multiple Mechanism
Model for sand.
Soils and Foundations 32 (1993), 102-117.
- 47
-
IAI, S., MATSUNAGA, Y., AND KAMEOKA, T.
Parameter determination for a Cyclic Mobility Model.
Report of the Port and Harbour Research Institute 29, 4 (1990),
57-83.
- 48
-
IAI, S., MATSUNAGA, Y., AND KAMEOKA, T.
Strain Space Plasticity Model for cyclic mobility.
Soils and Foundations 32, 2 (1992), 1-15.
- 49
-
JANSSEN, J. G.
Mode-I Fracture of Plain Concrete Under Monotonic and Cyclic
Loading.
Tech. Rep. BI-90-110, TNO Building and Construction Research,
Rijswijk, The Netherlands, 1990.
- 50
-
JARDINE, R. J., POTTS, D. M., FOURIE, A. B., AND BURLAND, J. B.
Studies of the influence of non-linear stress-strain
characteristics in soil-structure interaction.
Géotechnique 36, 3 (1986), 377-396.
- 51
-
JARDINE, R. J., SYMES, M. J., AND BURLAND, J. B.
The measurement of soil stiffness in the triaxial apparatus.
Géotechnique 34, 3 (1984), 323-340.
- 52
-
JCI.
A Proposal to the Computing Method of Crack Bandwidth due to
Temperatue Stress.
Research committee of temperature stress for mass concrete, Japan
Concrete Institute (JCI), Sept. 1992, pp. 37-38.
- 53
-
JENNING, P. C.
Periodic Response of a General Yielding Structure.
Proc. ASCE 80, EM2 (1963), 132-163.
- 54
-
JSCE.
Japan Concrete Specification.
Tech. rep., Japan Society of Civil Engineers, 1999.
in Japanese.
- 55
-
KOITER, W. T.
Stress-strain relations, uniqueness and variational theorems for
elastic-plastic materials with a singular yield surface.
Q. Appl. Mech. 11 (1953), 350-354.
- 56
-
KONDER, R. B.
Hyperbolic Stress-Strain Response: Cohesive Soils.
J. Soil Mech. Found. Div. ASCE 89, SM1 (1964), 115-143.
- 57
-
KRIEG, R. D., AND KRIEG, D. B.
Accuracies of numerical solution methods for the elastic-perfectly
plastic model.
J. Pressure Vessel Techn. 99 (1977), 510-515.
- 58
-
KUPFER, H. B., AND GERSTLE, K. H.
Behavior of concrete under biaxial stresses.
J. Eng. Mech. Div., ASCE 99, 4 (1973), 853-866.
- 59
-
LI, N., MAEKAWA, K., AND OKAMURA, H.
Contact density model for stress transfer across cracks in
concrete.
J. of the Faculty of Engineering, University of Tokyo XL, 1
(1989), 9-52.
- 60
-
LITTON, R. W.
A Contribution to the Analysis of Concrete Structures Under
Cyclic Loading.
PhD thesis, University of California, Berkeley, 1974.
- 61
-
LOURENSCO, P. B.
Computational Strategies for Masonry Structures.
PhD thesis, Delft University of Technology, 1996.
- 62
-
LOURENSCO, P. B., DE BORST, R., AND ROTS, J. G.
A plane stress softening plasticity model for orthotropic
materials.
Int. J. Num. Meth. Eng. 40 (1997), 4033-4057.
- 63
-
LOURENSCO, P. B., AND ROTS, J. G.
A multi-surface interface model for the analysis of masonry
structures.
J. Struct. Eng., ASCE 123, 7 (1997), 660-668.
- 64
-
LOURENSCO, P. B., ROTS, J. G., AND BLAAUWENDRAAD, J.
Continuum model for masonry: parameter estimation and validation.
J. Struct. Eng., ASCE 124, 6 (1998).
- 65
-
MAEKAWA, K.
Nonlinear Mechanics of Reinforced Concrete.
Spon Press, 2003.
- 66
-
MAEKAWA, K., TAKEMURA, J., IRAWAN, P., AND IRIE, M.
Continuum fracture in concrete nonlinearity under triaxial
confinement.
Proc. of JSCE 18, 460 (February 1993), 113-122.
- 67
-
MAEKAWA, K., TAKEMURA, J., IRAWAN, P., AND IRIE, M.
Plasticity in concrete nonlinearity under triaxial confinement.
Proc. of JSCE 18, 460 (February 1993), 123-130.
- 68
-
MAEKAWA, K., TAKEMURA, J., IRAWAN, P., AND IRIE, M.
Triaxial elastoplastic and fracture model for concrete.
Proc. of JSCE 18, 460 (February 1993), 131-138.
- 69
-
MEIJER, K.
Implementation Nishi Model.
Tech. Rep. 98-MIT-NM-M150, TNO Building and Construction Research,
1998.
- 70
-
MONTI, G., AND NUTI, C.
Nonlinear cyclic behaviour of reinforcing bars including buckling.
J. Struct. Eng., ASCE 118, 12 (1992), 3268-3284.
- 71
-
MOONEY, M.
A theory of elastic deformations.
J. Appl. Physics 11 (1940), 582.
- 72
-
MUIR WOOD, D.
Soil Behaviour and Critical State Soil Mechanics.
Cambridge University Press, 1990.
- 73
-
MURNAGHAN, F. D.
Finite Deformation of an Elastic Solid.
John Wiley & Sons, 1951.
- 74
-
NAFEMS.
Guidelines to Finite Element Practice.
National Agency for Finite Element Methods & Standards (NAFEMS),
Glasgow, 1984.
- 75
-
NAFEMS.
A Finite Element Primer.
National Agency for Finite Element Methods & Standards (NAFEMS),
Glasgow, 1992.
- 76
-
NEN.
TGB 1990 Regulations for concrete - Structural requirements and
calculation methods.
Tech. Rep. NEN 6720, Nederlands Normalisatie-instituut, 1995.
- 77
-
NEN.
TGB 1990 Steel structures - Basic requirements and basic rules for
calculation of predominantly staticaly loaded structures.
Tech. Rep. NEN 6770, Nederlands Normalisatie-instituut, 1999.
2nd ed.
- 78
-
NEUMAN, S. P., AND DAVIS, L. A.
Documentation and User's Guides UNSAT2 Variably Saturated Flow
Model.
Tech. Rep. NUREG/CR-3390, U.S. Nuclear Regulatory Commision,
Washington DC, 1983.
- 79
-
NISHI, K., AND KANATANI, M.
Constitutive relations for sand under cyclic loading based on
elasto-plasticity theory.
Soils and Foundations 30, 2 (1990), 43-59.
- 80
-
NOAKOWSKI, P.
Die Berechnung von Stahlbetonscheiben bei Zwangbeanspruchung infolge
Temperatur.
Deutscher Ausschuß für Stahlbeton 296 (1978).
- 81
-
ORTIZ, M., AND POPOV, E. P.
Accuracy and stability of integration algorithms for elastoplastic
constitutive relations.
Int. J. Num. Meth. Eng. 21 (1985), 1561-1576.
- 82
-
PAULAY, T., AND LOEBER, P. J.
Shear transfer by aggregate interlock.
ACI-Special Publication SP, 42 (1974), 1-15.
- 83
-
REINHARDT, H. W.
Fracture mechanics of an elastic softening material like concrete.
Heron 29, 2 (1984).
- 84
-
REINHARDT, H. W., BLAAUWENDRAAD, J., AND JONGEDIJK, J.
Temperature development in concrete structures taking account of
state dependent properties.
In Proc. Int. Conf. Concrete at Early Ages (Paris, 1982).
- 85
-
RIGGS, H. R., AND POWELL, G. H.
Rough crack model for analysis of concrete.
J. Eng. Mech. Div., ASCE 112, 5 (1986), 448-464.
- 86
-
RIVLIN, R. S.
Large elastic deformations of isotropic materials, fundamental
concepts.
Phyl. Trans. Roy. Soc. London 240 (1948), 459-490.
- 87
-
ROTS, J. G.
Computational Modeling of Concrete Fracture.
PhD thesis, Delft University of Technology, 1988.
- 88
-
ROTS, J. G.
Constructief Metselwerk - Een Experimenteel/Numerieke Basis voor
Praktische Ontwerpregels.
Tech. Rep. 171, CUR, Gouda, The Netherlands, 1994.
- 89
-
ROTS, J. G., Ed.
Structural Masonry - An Experimental/Numerical Basis for
Practical Design Rules.
Balkema, Rotterdam, The Netherlands, 1997.
- 90
-
ROWE, P. W.
The stress-dilatancy relation for static equilibrium of an assembly
of particles in contact.
Proc. Roy. Soc. London A269 (1962), 500-527.
- 91
-
SAUL, A. G. A.
Principles underlying the steam curing of concrete at atmospheric
pressure.
Magazine of Concrete Research (March 1951), 127-140.
- 92
-
SCHELLEKENS, J. C. J.
Computational Strategies for Composite Structures.
PhD thesis, Delft University of Technology, 1992.
- 93
-
SCHELLEKENS, J. C. J., AND DE BORST, R.
The use of the Hoffmann yield criterion in Finite Element Analysis
of anisotropic composites.
Comp. & Struct. 37, 6 (1990), 1087-1096.
- 94
-
SCHREYER, H. L., KULAK, R. F., AND KRAMER, J. M.
Accurate numerical solutions for elastic-plastic models.
J. Pressure Vessel Techn. 101 (1979), 226-234.
- 95
-
SELBY, R. G., AND VECCHIO, F. J.
Three-dimensional Constitutive Relations for Reinforced Concrete.
Tech. Rep. 93-02, Univ. Toronto, dept. Civil Eng., Toronta, Canada,
1993.
- 96
-
SIMO, J. C., KENNEDY, J. G., AND GOVINDJEE, S.
Non-smooth multisurface plasticity and viscoplasticity.
Loading/unloading conditions and numerical algorithms.
Int. J. Num. Meth. Eng. 26 (1988), 2161-2185.
- 97
-
SIMO, J. C., AND TAYLOR, R. L.
Penalty function formulations for incompressible nonlinear
elastostatics.
Comp. Meth. Appl. Mech. Eng. 35 (1982), 107-118.
- 98
-
SIMO, J. C., AND TAYLOR, R. L.
Consistent tangent operators for rate-independent elastoplasticity.
Comp. Meth. Appl. Mech. Eng. 48 (1985), 101-118.
- 99
-
SIMO, J. C., AND TAYLOR, R. L.
A return-mapping algorithm for plane stress elastoplasticity.
Int. J. Num. Meth. Eng. 22 (1986), 649-670.
- 100
-
SLUYS, L. J.
Wave Propagation, Localisation and Dispersion in Softening
Solids.
PhD thesis, Delft University of Technology, 1992.
- 101
-
TEUNISSEN, H.
Implementation Towhata-Iai Model.
Tech. Rep. 98-MIT-NM-M149, TNO Building and Construction Research,
1998.
- 102
-
THORENFELDT, E., TOMASZEWICZ, A., AND JENSEN, J. J.
Mechanical properties of high-strength concrete and applications in
design.
In Proc. Symp. Utilization of High-Strength Concrete
(Stavanger, Norway) (Trondheim, 1987), Tapir.
- 103
-
TRELOAR, L. R. G.
The Physics of Rubber Elasticity, 3rd ed.
Oxford University Press, 1975.
- 104
-
VAN DEN BOGERT, P. A. J.
Computational Modelling of Rubberlike Materials.
PhD thesis, Delft University of Technology, 1991.
- 105
-
VAN EEKELEN, S. J. M., AND VAN DEN BERG, P.
The Delft Egg Model, a constitutive model for clay.
In DIANA Computational Mechanics '94 (1994), G. M. A. Kusters
and M. A. N. Hendriks, Eds., Kluwer, pp. 103-116.
- 106
-
VAN ZIJL, G. P. A. G.
Computational Modelling of Masonry Creep and Shrinkage.
PhD thesis, Delft University of Technology, 2000.
- 107
-
VECCHIO, F. J., AND COLLINS, M. P.
The modified compression field theory for reinforced concrete
elements subjected to shear.
ACI Journal 83, 22 (1986), 219-231.
- 108
-
VECCHIO, F. J., AND COLLINS, M. P.
Compression response of cracked reinforced concrete.
J. Str. Eng., ASCE 119, 12 (1993), 3590-3610.
- 109
-
VERMEER, P. A., AND DE BORST, R.
Non-associated plasticity for soils, concrete and rock.
Heron 29, 3 (1984), 3-64.
- 110
-
WALRAVEN, J. C.
Aggregate Interlock: a Theoretical and Experimental Analysis.
PhD thesis, Delft University of Technology, 1980.
- 111
-
WALRAVEN, J. C., AND REINHARDT, H. W.
Theory and experiments on the mechanical behaviour of cracks in
plain and reindorced concrete subjected to shear loading.
Heron 26, 1(a) (1981), 5-68.
- 112
-
WALRAVEN, J. C., VOS, E., AND REINHARDT, H. W.
Experiments on Shear Transfer in Cracks in Concrete. Part I:
Description of Results.
Tech. Rep. 5-79-3, Stevin Laboratory, Delft University of Technology,
Delft, 1979.
- 113
-
WILLAM, K. J., PRAMONO, E., AND STURE, S.
Fundamental issues of smeared crack models.
In Proc. SEM/RILEM Int. Conf. on Fracture of Concrete and Rock,
Houston 1987 (New York, 1989), S. P. Shah and S. E. Schwartz, Eds.,
Springer-Verlag, pp. 142-157.
- 114
-
WU, Z. S., AND BAŠZANT, Z. P.
Finite element modelling of rate effect in concrete fracture with
influence of creep.
In Creep and Shrinkage of Concrete, Z. P. Bazant and
I. Carol, Eds. E & FN Spon, London, 1993, pp. 427-432.
DIANA-9.3 User's Manual - Material Library
First ed.
Copyright (c) 2008 by TNO DIANA BV.