-
1
-
-
0023828528
-
Convexity of yield loci for pressure sensitive materials
-
J. Jiang, S. Pietruszczak, Convexity of yield loci for pressure sensitive materials, Comput. Geotech. 5 (1988) 51-63.
-
(1988)
Comput. Geotech.
, vol.5
, pp. 51-63
-
-
Jiang, J.1
Pietruszczak, S.2
-
2
-
-
0016568353
-
Elastoplastic stress-strain theory for cohesionless soil
-
ASCE
-
P.V. Lade, J.M. Duncan, Elastoplastic stress-strain theory for cohesionless soil, J. Geotech. Engrg. Div., ASCE 101 (1975) 1037-1053.
-
(1975)
J. Geotech. Engrg. Div.
, vol.101
, pp. 1037-1053
-
-
Lade, P.V.1
Duncan, J.M.2
-
3
-
-
0016352892
-
Stress-deformation and strength characteristics of soil under three different principal stresses
-
H. Matsuoka, T. Nakai, Stress-deformation and strength characteristics of soil under three different principal stresses, Proc. JSCE 232 (1974) 59-70.
-
(1974)
Proc. JSCE
, vol.232
, pp. 59-70
-
-
Matsuoka, H.1
Nakai, T.2
-
4
-
-
0015982651
-
Recent developments in the finite element analysis of prestressed concrete reactor vessel
-
J.H. Argyris, G. Faust, J. Szimmat, E.P. Warnke, K.J. Willam, Recent developments in the finite element analysis of prestressed concrete reactor vessel, Nuclear Engrg. Des. 28 (1974) 42-75.
-
(1974)
Nuclear Engrg. Des.
, vol.28
, pp. 42-75
-
-
Argyris, J.H.1
Faust, G.2
Szimmat, J.3
Warnke, E.P.4
Willam, K.J.5
-
5
-
-
0001824707
-
Constitutive model for the triaxial behaviour of concrete
-
Bergamo, Italy
-
K.J. Willam, E.P. Warnke, Constitutive model for the triaxial behaviour of concrete, ISMES Seminar on Concrete Structures Subjected to Triaxial Stresses, Bergamo, Italy, 1975, pp. 1-30.
-
(1975)
ISMES Seminar on Concrete Structures Subjected to Triaxial Stresses
, pp. 1-30
-
-
Willam, K.J.1
Warnke, E.P.2
-
6
-
-
0023250132
-
A general failure criterion for plain concrete
-
L.F. Boswell, Z. Chen, A general failure criterion for plain concrete, Int. J. Solids Struct. 23 (1987) 621-630.
-
(1987)
Int. J. Solids Struct.
, vol.23
, pp. 621-630
-
-
Boswell, L.F.1
Chen, Z.2
-
7
-
-
0017722509
-
Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces
-
P.V. Lade, Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces, Int. J. Solids Struct. 13 (1977) 1019- 1035.
-
(1977)
Int. J. Solids Struct.
, vol.13
, pp. 1019-1035
-
-
Lade, P.V.1
-
8
-
-
0026910667
-
Algorithms for static and dynamic multiplicative plasticity that preserve the classical return mapping schemes of the infinitesimal theory
-
J.C. Simo, Algorithms for static and dynamic multiplicative plasticity that preserve the classical return mapping schemes of the infinitesimal theory, Comput. Meth. Appl. Mech. Engrg. 99 (1992) 61-112.
-
(1992)
Comput. Meth. Appl. Mech. Engrg.
, vol.99
, pp. 61-112
-
-
Simo, J.C.1
-
9
-
-
70350313479
-
Numerical analysis and simulation of plasticity
-
P.G. Ciarlet, J.L. Lions (Eds.), North Holland, The Netherlands
-
J.C. Simo, Numerical analysis and simulation of plasticity, in: P.G. Ciarlet, J.L. Lions (Eds.), Handbook of Numerical Analysis, vol. VI, North Holland, The Netherlands, 1998, pp. 183-499.
-
(1998)
Handbook of Numerical Analysis
, vol.6
, pp. 183-499
-
-
Simo, J.C.1
-
10
-
-
0001366503
-
Stress-strain relations, uniqueness and variational theorems for elastic-plastic materials with a singular yield surface
-
W.T. Koiter, Stress-strain relations, uniqueness and variational theorems for elastic-plastic materials with a singular yield surface, Quart. Appl. Math. 11 (1953) 350-354.
-
(1953)
Quart. Appl. Math.
, vol.11
, pp. 350-354
-
-
Koiter, W.T.1
-
12
-
-
0021976230
-
1/2 and more general isotropic functions of C
-
1/2 and more general isotropic functions of C, J. Elasticity 15 (1985) 319-323.
-
(1985)
J. Elasticity
, vol.15
, pp. 319-323
-
-
Ting, T.C.T.1
-
13
-
-
0022787326
-
The generalized strain measure with application to non-homogeneous deformation in rubber-like solids
-
K.N. Morman, The generalized strain measure with application to non-homogeneous deformation in rubber-like solids, J. Appl. Mech. 53 (1986) 726-728.
-
(1986)
J. Appl. Mech.
, vol.53
, pp. 726-728
-
-
Morman, K.N.1
-
14
-
-
0028445932
-
Aspects of the formulation and finite element implementation of large strain isotropic elasticity
-
C. Miehe, Aspects of the formulation and finite element implementation of large strain isotropic elasticity, Int. J. Numer. Meth. Engrg. 37 (1994) 1981-2004.
-
(1994)
Int. J. Numer. Meth. Engrg.
, vol.37
, pp. 1981-2004
-
-
Miehe, C.1
-
15
-
-
0031623702
-
Comparison of two algorithms for the computation of fourth-order isotropic tensor functions
-
C. Miehe, Comparison of two algorithms for the computation of fourth-order isotropic tensor functions, Comput. Struct. 66 (1998) 37-43.
-
(1998)
Comput. Struct.
, vol.66
, pp. 37-43
-
-
Miehe, C.1
-
18
-
-
0003595562
-
-
2nd Ed., Lecture Notes in Computer Science, Springer, New York
-
B.T. Smith, J.M. Boyle, Y. Ikebe, V.C. Klema, C.B. Moler, Matrix Eigensystem Routines: EISPACK Guide, 2nd Ed., Lecture Notes in Computer Science, vol. 6, Springer, New York, 1976.
-
(1976)
Matrix Eigensystem Routines: EISPACK Guide
, vol.6
-
-
Smith, B.T.1
Boyle, J.M.2
Ikebe, Y.3
Klema, V.C.4
Moler, C.B.5
-
19
-
-
0037173926
-
A generalized backward Euler algorithm for the numerical integration of an isotropic hardening elastoplastic model for mechanical and chemical degradation of bonded geomaterials
-
C. Tamagnini, R. Castellanza, R. Nova, A generalized backward Euler algorithm for the numerical integration of an isotropic hardening elastoplastic model for mechanical and chemical degradation of bonded geomaterials, Int. J. Numer. Anal. Meth. Geomech. 26 (2002) 963-1004.
-
(2002)
Int. J. Numer. Anal. Meth. Geomech.
, vol.26
, pp. 963-1004
-
-
Tamagnini, C.1
Castellanza, R.2
Nova, R.3
-
20
-
-
0024103728
-
Non-smooth multisurface plasticity and viscoplasticity. Loading/unloading conditions and numerical algorithms
-
J.C. Simo, J.G. Kennedy, S. Govindjee, Non-smooth multisurface plasticity and viscoplasticity. Loading/unloading conditions and numerical algorithms, Int. J. Numer. Meth. Engrg. 26 (1988) 2161-2185.
-
(1988)
Int. J. Numer. Meth. Engrg.
, vol.26
, pp. 2161-2185
-
-
Simo, J.C.1
Kennedy, J.G.2
Govindjee, S.3
-
21
-
-
0027694311
-
Discrete micromechanics of elastoplastic crystals
-
R.I. Borja, J.R. Wren, Discrete micromechanics of elastoplastic crystals, Int. J. Numer. Meth. Engrg. 36 (1993) 3815-3840.
-
(1993)
Int. J. Numer. Meth. Engrg.
, vol.36
, pp. 3815-3840
-
-
Borja, R.I.1
Wren, J.R.2
-
23
-
-
0032658052
-
Elasto-plastic modelling of Red Wildmoor sandstone
-
J. Sulem, I. Vardoulakis, E. Papamichos, A. Oulahna, J. Tronvoll, Elasto-plastic modelling of Red Wildmoor sandstone, Mech. Cohesive-Frictional Mater. 4 (1999) 215-245.
-
(1999)
Mech. Cohesive-Frictional Mater.
, vol.4
, pp. 215-245
-
-
Sulem, J.1
Vardoulakis, I.2
Papamichos, E.3
Oulahna, A.4
Tronvoll, J.5
-
24
-
-
0024716390
-
Symmetry-preserving return mapping algorithms and incrementally extremal paths: A unification of concepts
-
M. Ortiz, J.B. Martin, Symmetry-preserving return mapping algorithms and incrementally extremal paths: a unification of concepts, Int. J. Numer. Meth. Engrg. 28 (1989) 1839-1853.
-
(1989)
Int. J. Numer. Meth. Engrg.
, vol.28
, pp. 1839-1853
-
-
Ortiz, M.1
Martin, J.B.2
-
26
-
-
0036601698
-
Incrementalization of a single hardening constitutive model for frictional materials
-
P.V. Lade, K.P. Jakobsen, Incrementalization of a single hardening constitutive model for frictional materials, Int. J. Numer. Anal. Meth. Geomech. 26 (2002) 647-659.
-
(2002)
Int. J. Numer. Anal. Meth. Geomech.
, vol.26
, pp. 647-659
-
-
Lade, P.V.1
Jakobsen, K.P.2
-
27
-
-
0036602549
-
Implementation algorithm for a single hardening constitutive model for geomaterials
-
K.P. Jakobsen, P.V. Lade, Implementation algorithm for a single hardening constitutive model for geomaterials, Int. J. Numer. Anal. Meth. Geomech. 26 (2002) 661-681.
-
(2002)
Int. J. Numer. Anal. Meth. Geomech.
, vol.26
, pp. 661-681
-
-
Jakobsen, K.P.1
Lade, P.V.2
-
28
-
-
0032030073
-
Cam-Clay plasticity. Part III. Extension of the infinitesimal model to include finite strains
-
R.I. Borja, C. Tamagnini, Cam-Clay plasticity. Part III. Extension of the infinitesimal model to include finite strains, Comput. Meth. Appl. Mech. Engrg. 155 (1998) 73-95.
-
(1998)
Comput. Meth. Appl. Mech. Engrg.
, vol.155
, pp. 73-95
-
-
Borja, R.I.1
Tamagnini, C.2
-
29
-
-
0035896054
-
Cam-Clay plasticity. Part IV. Implicit integration of anisotroic bounding surface model with nonlinear hyperelasticity and ellipsoidal loading function
-
R.I. Borja, C.H. Lin, F.J. Montáns, Cam-Clay plasticity. Part IV. Implicit integration of anisotroic bounding surface model with nonlinear hyperelasticity and ellipsoidal loading function, Comput. Meth. Appl. Mech. Engrg. 190 (2001) 3293-3323.
-
(2001)
Comput. Meth. Appl. Mech. Engrg.
, vol.190
, pp. 3293-3323
-
-
Borja, R.I.1
Lin, C.H.2
Montáns, F.J.3
|