-
2
-
-
0000357002
-
The phenomenon of rupture and flow of solids
-
Griffith A.A. The phenomenon of rupture and flow of solids. Phil. Trans. Roy. Soc. (London) 22 (1921) 163-198
-
(1921)
Phil. Trans. Roy. Soc. (London)
, vol.22
, pp. 163-198
-
-
Griffith, A.A.1
-
3
-
-
0009231269
-
On equilibrium cracks formed during brittle fracture
-
Barenblatt G.I. On equilibrium cracks formed during brittle fracture. Prikl. Mat. Mech. 23 3 (1959) 622-636
-
(1959)
Prikl. Mat. Mech.
, vol.23
, Issue.3
, pp. 622-636
-
-
Barenblatt, G.I.1
-
4
-
-
50549180512
-
Yielding of steel seets containing slits
-
Dugdale D.S. Yielding of steel seets containing slits. J. Mech. Phys. Solids 8 (1960) 100-104
-
(1960)
J. Mech. Phys. Solids
, vol.8
, pp. 100-104
-
-
Dugdale, D.S.1
-
5
-
-
0002539897
-
Finite element analysis of reinforced concrete beams
-
Ngo D., and Scordelis A.C. Finite element analysis of reinforced concrete beams. ACI J. 64 14 (1967) 152-163
-
(1967)
ACI J.
, vol.64
, Issue.14
, pp. 152-163
-
-
Ngo, D.1
Scordelis, A.C.2
-
6
-
-
0015601115
-
On the convergence of the finite element method for problems with singularily
-
Tong P., and Pian T.H.H. On the convergence of the finite element method for problems with singularily. Int. J. Solids Struct. 9 (1973) 313-321
-
(1973)
Int. J. Solids Struct.
, vol.9
, pp. 313-321
-
-
Tong, P.1
Pian, T.H.H.2
-
8
-
-
0032649861
-
Elastic crack growth in finite elements with minimal remeshing
-
Belytschko T., and Black T. Elastic crack growth in finite elements with minimal remeshing. Comp. Methods Appl. Mech. Engrg. 45 5 (1999) 601-620
-
(1999)
Comp. Methods Appl. Mech. Engrg.
, vol.45
, Issue.5
, pp. 601-620
-
-
Belytschko, T.1
Black, T.2
-
11
-
-
0037298616
-
Modelling of stationary and growing cracks in FE framework without remeshing: a state-or-the-art review
-
Karihaloo B.L., and Xiao Q.Z. Modelling of stationary and growing cracks in FE framework without remeshing: a state-or-the-art review. Comput. Struct. 81 (2003) 119-129
-
(2003)
Comput. Struct.
, vol.81
, pp. 119-129
-
-
Karihaloo, B.L.1
Xiao, Q.Z.2
-
12
-
-
49949129710
-
Analysis of prestrssed concrete pressure vessels
-
Rashid Y. Analysis of prestrssed concrete pressure vessels. Nucl. Engrg. Des. 7 (1968) 334-344
-
(1968)
Nucl. Engrg. Des.
, vol.7
, pp. 334-344
-
-
Rashid, Y.1
-
13
-
-
0004725612
-
Analysis of crack formation and crack growth in concrete by means of F. M. and finite elements
-
Hillerborg A., Modeer M., and Peterson P.E. Analysis of crack formation and crack growth in concrete by means of F. M. and finite elements. Cement Concrete Res. 6 (1976) 773-782
-
(1976)
Cement Concrete Res.
, vol.6
, pp. 773-782
-
-
Hillerborg, A.1
Modeer, M.2
Peterson, P.E.3
-
14
-
-
0020750862
-
Crack band theory for fracture of concrete
-
Bazant Z.P., and Oh B.H. Crack band theory for fracture of concrete. Mater. Struct. 16 (1983) 155-177
-
(1983)
Mater. Struct.
, vol.16
, pp. 155-177
-
-
Bazant, Z.P.1
Oh, B.H.2
-
15
-
-
0029539894
-
Softening, localization and adaptive remeshing: capture of discontinuous solutions
-
Zienkiewicz O.C., Pastor M., and Huang M. Softening, localization and adaptive remeshing: capture of discontinuous solutions. Comp. Mech. 17 (1995) 98-106
-
(1995)
Comp. Mech.
, vol.17
, pp. 98-106
-
-
Zienkiewicz, O.C.1
Pastor, M.2
Huang, M.3
-
16
-
-
0028831685
-
Localization problems in plasticity using finite elements with adaptive remeshing
-
Zienkiewicz O.C., Huang M., and Pastor M. Localization problems in plasticity using finite elements with adaptive remeshing. Int. J. Numer. Methods Geomech. 19 (1995) 127-148
-
(1995)
Int. J. Numer. Methods Geomech.
, vol.19
, pp. 127-148
-
-
Zienkiewicz, O.C.1
Huang, M.2
Pastor, M.3
-
17
-
-
0021502102
-
On the microstructural origin of certain inelastic models
-
Aifantis E.C. On the microstructural origin of certain inelastic models. Trans ASME J. Engrg. Mater. Technol. 106 (1984) 326-330
-
(1984)
Trans ASME J. Engrg. Mater. Technol.
, vol.106
, pp. 326-330
-
-
Aifantis, E.C.1
-
18
-
-
0026405799
-
Simulation of strain localization: a reppraisal of the Cosserat continuum
-
de Borst R. Simulation of strain localization: a reppraisal of the Cosserat continuum. Engrg. Comput. 8 (1991) 317-322
-
(1991)
Engrg. Comput.
, vol.8
, pp. 317-322
-
-
de Borst, R.1
-
19
-
-
0022905628
-
One dimensional softening with localization
-
Schereyer H., and Chen Z. One dimensional softening with localization. J. Appl. Mech., ASME 53 (1986) 791-797
-
(1986)
J. Appl. Mech., ASME
, vol.53
, pp. 791-797
-
-
Schereyer, H.1
Chen, Z.2
-
20
-
-
0036841605
-
Nonlocal integral formulations of plasticity and damage: survey of progress
-
Bazant Z., and Jirásek M. Nonlocal integral formulations of plasticity and damage: survey of progress. J. Engrg. Mech., ASCE 128 (2002) 1119-1149
-
(2002)
J. Engrg. Mech., ASCE
, vol.128
, pp. 1119-1149
-
-
Bazant, Z.1
Jirásek, M.2
-
21
-
-
0025839642
-
A gradient flow theory of plasticity for granular materials
-
Vardoulakis I., and Aifantis E.C. A gradient flow theory of plasticity for granular materials. Acta Mech. 87 (1991) 197-217
-
(1991)
Acta Mech.
, vol.87
, pp. 197-217
-
-
Vardoulakis, I.1
Aifantis, E.C.2
-
22
-
-
0026908533
-
Gradient-dependent plasticity: formulation and algorithm aspect
-
de Borst R., and Mulhaus H.B. Gradient-dependent plasticity: formulation and algorithm aspect. Int. J. Numer. Methods Engrg. 35 (1992) 521-539
-
(1992)
Int. J. Numer. Methods Engrg.
, vol.35
, pp. 521-539
-
-
de Borst, R.1
Mulhaus, H.B.2
-
23
-
-
0032207233
-
Nonlocal models for damage and fracture: comparison of approaches
-
Jirásek M. Nonlocal models for damage and fracture: comparison of approaches. Int. J. Solids Struct. 35 (1998) 4133-4145
-
(1998)
Int. J. Solids Struct.
, vol.35
, pp. 4133-4145
-
-
Jirásek, M.1
-
24
-
-
0035840316
-
Some recent issues in computational failure mechanics
-
de Borst R. Some recent issues in computational failure mechanics. Int. J. Numer. Methods Engrg. 52 (2001) 63-95
-
(2001)
Int. J. Numer. Methods Engrg.
, vol.52
, pp. 63-95
-
-
de Borst, R.1
-
25
-
-
33846491534
-
-
A. Simone, Continuous-discontinuous modelling of failure. Ph.D. Thesis, TU Delft, The Netherlands, 2003.
-
-
-
-
26
-
-
0023983136
-
Material rate dependence and mesh sensitivity in localization problems
-
Needelman A. Material rate dependence and mesh sensitivity in localization problems. Comput. Methods Appl. Mech. Engrg. 67 (1987) 68-75
-
(1987)
Comput. Methods Appl. Mech. Engrg.
, vol.67
, pp. 68-75
-
-
Needelman, A.1
-
27
-
-
34250076312
-
An analysis of strong discontinuities induced by strain-softening in rate-independent inelastic solids
-
Simo J.C., Oliver J., and Armero F. An analysis of strong discontinuities induced by strain-softening in rate-independent inelastic solids. Comput. Mech. 12 (1993) 49-61
-
(1993)
Comput. Mech.
, vol.12
, pp. 49-61
-
-
Simo, J.C.1
Oliver, J.2
Armero, F.3
-
28
-
-
0029543980
-
Continuum modeling of strong discontinuities in solid mechanics using damage models
-
Oliver J. Continuum modeling of strong discontinuities in solid mechanics using damage models. Comput. Mech. 17 (1995) 277-296
-
(1995)
Comput. Mech.
, vol.17
, pp. 277-296
-
-
Oliver, J.1
-
29
-
-
0032668820
-
Strong discontinuities and continuum plasticity models: the strong discontinuity approach
-
Oliver J., Cervera M., and Manzoli O. Strong discontinuities and continuum plasticity models: the strong discontinuity approach. Int. J. Plast. 15 (1999) 319-351
-
(1999)
Int. J. Plast.
, vol.15
, pp. 319-351
-
-
Oliver, J.1
Cervera, M.2
Manzoli, O.3
-
31
-
-
2942746163
-
Continuum approach to material failure in strong discontinuity settings
-
Oliver J., and Huespe A.E. Continuum approach to material failure in strong discontinuity settings. Comput. Methods Appl. Mech. Engrg. 193 (2004) 3195-3220
-
(2004)
Comput. Methods Appl. Mech. Engrg.
, vol.193
, pp. 3195-3220
-
-
Oliver, J.1
Huespe, A.E.2
-
32
-
-
2942746162
-
Embedded crack vs. smeared crack models: a comparison of elementwise discontinuous crack path approaches with emphasis on mesh bias
-
Mosler J., and Meschke G. Embedded crack vs. smeared crack models: a comparison of elementwise discontinuous crack path approaches with emphasis on mesh bias. Comput. Methods Appl. Mech. Engrg. 193 (2004) 3351-3375
-
(2004)
Comput. Methods Appl. Mech. Engrg.
, vol.193
, pp. 3351-3375
-
-
Mosler, J.1
Meschke, G.2
-
33
-
-
84861890309
-
-
C. Feist, W. Kerber, H. Lehar, G. Hofstetter, A comparative study of numerical models for concrete cracking, in: P. Neittaanmäki, T. Rossi, S. Korotov, E. Oñate, J. Periaux, D. Knörzer (Eds.), Proceedings of European Congress on Computational Methods in Applied Sciences and Engineering, ECCOMAS 2004, Jyväskylä, Finland, 2004.
-
-
-
-
36
-
-
0000445978
-
Aspects phénoménologiques de la rupture par endommagement
-
Lemaitre J., and Chaboche J.L. Aspects phénoménologiques de la rupture par endommagement. J. Méc. Appl. 2 (1978) 317-365
-
(1978)
J. Méc. Appl.
, vol.2
, pp. 317-365
-
-
Lemaitre, J.1
Chaboche, J.L.2
-
37
-
-
0029416603
-
Seismic evaluation of concrete dams via continuum damage models
-
Cervera M., Oliver J., and Faria R. Seismic evaluation of concrete dams via continuum damage models. Earth. Engrg. Struct. Dyn. 24 (1995) 1225-1245
-
(1995)
Earth. Engrg. Struct. Dyn.
, vol.24
, pp. 1225-1245
-
-
Cervera, M.1
Oliver, J.2
Faria, R.3
-
38
-
-
0032077697
-
A strain-based plastic viscous-damage model for massive concrete structures
-
Faria R., Oliver J., and Cervera M. A strain-based plastic viscous-damage model for massive concrete structures. Int. J. Solids Struct. 35 14 (1998) 1533-1558
-
(1998)
Int. J. Solids Struct.
, vol.35
, Issue.14
, pp. 1533-1558
-
-
Faria, R.1
Oliver, J.2
Cervera, M.3
-
39
-
-
0023531043
-
Strain- and stress-based continuum damage models - I formulation
-
Simó J.C., and Ju J.W. Strain- and stress-based continuum damage models - I formulation. Int. J. Solids Struct. 23 (1987) 821-840
-
(1987)
Int. J. Solids Struct.
, vol.23
, pp. 821-840
-
-
Simó, J.C.1
Ju, J.W.2
-
40
-
-
0024876844
-
On energy-based coupled elastoplastic damage theories: constitutive modeling and computational aspects
-
Ju J.W. On energy-based coupled elastoplastic damage theories: constitutive modeling and computational aspects. Int. J. Solids Struct. 7 (1989) 803-833
-
(1989)
Int. J. Solids Struct.
, vol.7
, pp. 803-833
-
-
Ju, J.W.1
-
41
-
-
0034325856
-
On the discrete constitutive models induced by strong discontinuity kinematics and continuum constitutive equations
-
Oliver J. On the discrete constitutive models induced by strong discontinuity kinematics and continuum constitutive equations. Int. J. Solids Struct. 37 (2000) 7207-7229
-
(2000)
Int. J. Solids Struct.
, vol.37
, pp. 7207-7229
-
-
Oliver, J.1
-
42
-
-
0021786395
-
Smeared crack approach and fracture localization in concrete
-
Rots J.G., Nauta P., Kusters G.M.A., and Blaauwendraad J. Smeared crack approach and fracture localization in concrete. Heron 30 1 (1985)
-
(1985)
Heron
, vol.30
, Issue.1
-
-
Rots, J.G.1
Nauta, P.2
Kusters, G.M.A.3
Blaauwendraad, J.4
-
43
-
-
0024878186
-
Crack models for concrete: discrete or smeared? Fixed, multi-directional or rotating?
-
Rots J.G., and Blaauwendraad J. Crack models for concrete: discrete or smeared? Fixed, multi-directional or rotating?. Heron 34 1 (1989)
-
(1989)
Heron
, vol.34
, Issue.1
-
-
Rots, J.G.1
Blaauwendraad, J.2
-
44
-
-
0024608212
-
A consistent characteristic length for smeared cracking models
-
Oliver J. A consistent characteristic length for smeared cracking models. Int. J. Numer. Methods Engrg. 28 (1989) 461-474
-
(1989)
Int. J. Numer. Methods Engrg.
, vol.28
, pp. 461-474
-
-
Oliver, J.1
-
45
-
-
0030239469
-
A rate-dependent isotropic damage model for the seismic evaluation of concrete dams
-
Cervera M., Oliver J., and Manzoli O. A rate-dependent isotropic damage model for the seismic evaluation of concrete dams. Earth. Engrg. Struct. Dyn. 25 (1996) 987-1010
-
(1996)
Earth. Engrg. Struct. Dyn.
, vol.25
, pp. 987-1010
-
-
Cervera, M.1
Oliver, J.2
Manzoli, O.3
-
46
-
-
33846468559
-
-
R. Faria, J. Oliver, M. Cervera, On isotropic scalar damage models for numerical analysis of concrete structures. Research Publication, CIMNE, PI-170, 1999.
-
-
-
-
47
-
-
13844256338
-
Modeling material failure in concrete structures under cyclic actions
-
Faria R., Oliver J., and Cervera M. Modeling material failure in concrete structures under cyclic actions. J. Struct. Engrg., ASCE 130 (2004) 1997-2005
-
(2004)
J. Struct. Engrg., ASCE
, vol.130
, pp. 1997-2005
-
-
Faria, R.1
Oliver, J.2
Cervera, M.3
-
50
-
-
84893503320
-
-
P. Dumstorff, G. Meschke, Investigation of crack growth criteria in the context of the extended finite element method, in: P. Neittaanmäki, T. Rossi, S. Korotov, E. Oñate, J. Periaux, D. Knörzer (Eds.), Proceedings of European Congress on Computational Methods in Applied Sciences and Engineering, ECCOMAS 2004, Jyväskylä, Finland, 2004.
-
-
-
-
51
-
-
33846475232
-
-
P. Grassl, M. Jirásek, On mesh bias of local damage models for concrete, in: V.C. Li et al. (Eds.), Fracture Mechanics of Concrete Structures, Proceedings of 5th International Conference on Fracture Mechanics of Concrete and Concrete Structures, FraMCoS-5, Vail, Colorado, USA, 2004.
-
-
-
-
52
-
-
33846529252
-
-
M. Cervera, C. Agelet de Saracibar, M. Chiumenti, COMET: COupled MEchanical and Thermal analysis, Data Input Manual, Version 5.0, Technical report IT-308, 2002. Available from: .
-
-
-
-
53
-
-
33846530896
-
-
GiD: the personal pre and post-processor, 2002. Available from: .
-
-
-
|