next up previous contents index
Next: Index Up: DIANA Finite Element Analysis Previous: B.15 External   Contents   Index

Bibliography

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
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.