Nonlocal integral formulations of plasticity and damage : Survey of progress
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[1] Z. Bažant,et al. Scaling of structural strength , 2003 .
[2] Milan Jirásek,et al. Comparison of integral-type nonlocal plasticity models for strain-softening materials , 2003 .
[3] Marc G. D. Geers,et al. Nonlocal implicit gradient-enhanced elasto-plasticity for the modelling of softening behaviour , 2003 .
[4] Milan Jirásek,et al. Consistent tangent stiffness for nonlocal damage models , 2002 .
[5] T. Belytschko,et al. Extended finite element method for cohesive crack growth , 2002 .
[6] Castrenze Polizzotto,et al. Nonlocal elasticity and related variational principles , 2001 .
[7] Jacob Fish,et al. Multiscale damage modelling for composite materials: theory and computational framework , 2001 .
[8] Joseph F Labuz,et al. Acoustic emission at failure in quasi-brittle materials , 2001 .
[9] Victor E. Saouma,et al. Concrete Fracture Process Zone Characterization with Fiber Optics , 2001 .
[10] Huajian Gao,et al. Taylor-based nonlocal theory of plasticity , 2001 .
[11] Milan Jirásek,et al. Embedded crack model: I. Basic formulation , 2001 .
[12] R. Luciano,et al. Non-local constitutive response of a random laminate subjected to configuration-dependent body force , 2001 .
[13] Claudia Comi,et al. Numerical aspects of nonlocal damage analyses , 2001 .
[14] M. Geers,et al. On the numerical modelling of ductile damage with an implicit gradient-enhanced formulation , 2001 .
[15] Antonio Huerta,et al. Error estimation and adaptivity for nonlocal damage models , 2000 .
[16] Ferhun C. Caner,et al. Microplane Model M4 for Concrete. I: Formulation with Work-Conjugate Deviatoric Stress , 2000 .
[17] T. Belytschko,et al. Arbitrary branched and intersecting cracks with the eXtended Finite Element Method , 2000 .
[18] Milan Jirásek,et al. Comparative study on finite elements with embedded discontinuities , 2000 .
[19] Drahomír Novák,et al. ENERGETIC-STATISTICAL SIZE EFFECT IN QUASIBRITTLE FAILURE AT CRACK INITIATION , 2000 .
[20] Pierre Ladevèze,et al. A mesomodel for localisation and damage computation in laminates , 2000 .
[21] Drahomír Novák,et al. PROBABILISTIC NONLOCAL THEORY FOR QUASIBRITTLE FRACTURE INITIATION AND SIZE EFFECT. I: THEORY , 2000 .
[22] Drahomír Novák,et al. PROBABILISTIC NONLOCAL THEORY FOR QUASIBRITTLE FRACTURE INITIATION AND SIZE EFFECT. II: APPLICATION , 2000 .
[23] P. Fuschi,et al. A Thermodynamic Approach to Nonlocal Plasticity and Related Variational Principles , 1999 .
[24] T. Belytschko,et al. A finite element method for crack growth without remeshing , 1999 .
[25] Gilles Pijaudier-Cabot,et al. TENSILE DAMAGE IN CONCRETE: ANALYSIS OF EXPERIMENTAL TECHNIQUE , 1999 .
[26] Huajian Gao,et al. Mechanism-based strain gradient plasticity— I. Theory , 1999 .
[27] M. Ortiz,et al. FINITE-DEFORMATION IRREVERSIBLE COHESIVE ELEMENTS FOR THREE-DIMENSIONAL CRACK-PROPAGATION ANALYSIS , 1999 .
[28] E. Landis. Micro–macro fracture relationships and acoustic emissions in concrete , 1999 .
[29] Milan Jirásek,et al. Nonlocal models for damage and fracture: Comparison of approaches , 1998 .
[30] Pedro Díez,et al. A posteriori error estimation for standard finite element analysis , 1998 .
[31] Anthony G. Evans,et al. A microbend test method for measuring the plasticity length scale , 1998 .
[32] M. Jirásek,et al. ANALYSIS OF ROTATING CRACK MODEL , 1998 .
[33] M. Jirásek,et al. ROTATING CRACK MODEL WITH TRANSITION TO SCALAR DAMAGE , 1998 .
[34] Z. Bažant,et al. Fracture and Size Effect in Concrete and Other Quasibrittle Materials , 1997 .
[35] C. Nilsson. Nonlocal strain softening bar revisited , 1997 .
[36] Ignacio Carol,et al. Damage and plasticity in microplane theory , 1997 .
[37] Ulf Ohlsson,et al. Mixed-mode fracture and anchor bolts in concrete analysis with inner softening bands , 1997 .
[38] T. C. Kennedy,et al. A simple nonlocal damage model for predicting failure in a composite shell containing a crack , 1997 .
[39] Zdeněk P. Bažant,et al. Cohesive Crack with Rate-Dependent Opening and Viscoelasticity: I. Mathematical Model and Scaling , 1997 .
[40] J. Chaboche,et al. On the Interface Debonding Models , 1997 .
[41] R. Girard,et al. Numerical analysis of composite systems by using interphase/interface models , 1997 .
[42] J. Mier. Fracture Processes of Concrete , 1997 .
[43] I. Babuska,et al. The partition of unity finite element method: Basic theory and applications , 1996 .
[44] Mgd Marc Geers,et al. Computing strain fields from discrete displacement fields in 2D-solids , 1996 .
[45] J. Oliver. MODELLING STRONG DISCONTINUITIES IN SOLID MECHANICS VIA STRAIN SOFTENING CONSTITUTIVE EQUATIONS. PART 1: FUNDAMENTALS , 1996 .
[46] J. Oden,et al. H‐p clouds—an h‐p meshless method , 1996 .
[47] Rhj Ron Peerlings,et al. Gradient enhanced damage for quasi-brittle materials , 1996 .
[48] Jacky Mazars,et al. 'Crush-crack' : a non-local damage model for concrete , 1996 .
[49] Matti Ristinmaa,et al. FE-formulation of a nonlocal plasticity theory , 1996 .
[50] H. Mihashi,et al. Correlation between characteristics of fracture process zone and tension-softening properties of concrete , 1996 .
[51] K. Runesson,et al. Embedded localization band in undrained soil based on regularized strong discontinuity theory and FE-analysis , 1996 .
[52] M. Ortiz,et al. Computational modelling of impact damage in brittle materials , 1996 .
[53] T. C. Kennedy,et al. A simple nonlocal damage model for predicting failure of notched laminates , 1996 .
[54] W. Drugan,et al. A micromechanics-based nonlocal constitutive equation and estimates of representative volume element size for elastic composites , 1996 .
[55] Mark D. Adley,et al. Microplane Model for Concrete: II: Data Delocalization and Verification , 1996 .
[56] Joško Ožbolt,et al. NUMERICAL SMEARED FRACTURE ANALYSIS: NONLOCAL MICROCRACK INTERACTION APPROACH , 1996 .
[57] M. Ashby,et al. Micro-hardness of annealed and work-hardened copper polycrystals , 1996 .
[58] P. Ladeveze,et al. A damage computational approach for composites: Basic aspects and micromechanical relations , 1995 .
[59] Z. Bažant,et al. Stability of Cohesive Crack Model: Part I—Energy Principles , 1995 .
[60] P. Benson Shing,et al. Embedded representation of fracture in concrete with mixed finite elements , 1995 .
[61] D. Clarke,et al. Size dependent hardness of silver single crystals , 1995 .
[62] Milan Jirásek,et al. Macroscopic fracture characteristics of random particle systems , 1994 .
[63] Xiaopeng Xu,et al. Numerical simulations of fast crack growth in brittle solids , 1994 .
[64] Kaspar Willam,et al. Fracture Energy Formulation for Inelastic Behavior of Plain Concrete , 1994 .
[65] Milan Jirásek,et al. Nonlocal Model Based on Crack Interactions: A Localization Study , 1994 .
[66] Milan Jirásek,et al. LOCALIZATION ANALYSIS OF NONLOCAL MODEL BASED ON CRACK INTERACTIONS , 1994 .
[67] Antonio Huerta,et al. Discretization Influence on Regularization by Two Localization Limiters , 1994 .
[68] Zdenek P. Bazant,et al. Nonlocal Damage Theory Based on Micromechanics of Crack Interactions , 1994 .
[69] M. Ashby,et al. Strain gradient plasticity: Theory and experiment , 1994 .
[70] Jaime Planas,et al. Asymptotic analysis of a cohesive crack: 2. Influence of the softening curve , 1993 .
[71] M. Elices,et al. Cohesive cracks versus nonlocal models: Closing the gap , 1993 .
[72] J. Hutchinson,et al. The influence of plasticity on mixed mode interface toughness , 1993 .
[73] P. Rossi,et al. Probabilistic model for material behaviour analysis and appraisement of concrete structures , 1992 .
[74] J. Mier,et al. Simple lattice model for numerical simulation of fracture of concrete materials and structures , 1992 .
[75] J. Hutchinson,et al. The relation between crack growth resistance and fracture process parameters in elastic-plastic solids , 1992 .
[76] Pierre Ladevèze,et al. A damage computational method for composite structures , 1992 .
[77] M. B. Nooru-Mohamed. Mixed-mode fracture of concrete : An experimental approach , 1992 .
[78] M. Elices,et al. Asymptotic analysis of a cohesive crack: 1. Theoretical background , 1992 .
[79] Gen-Hua Shi,et al. Manifold Method of Material Analysis , 1992 .
[80] Jacky Mazars,et al. Prediction of the failure and size effect in concrete via a bi-scale damage approach , 1992 .
[81] Yunping Xi,et al. Statistical Size Effect in Quasi‐Brittle Structures: II. Nonlocal Theory , 1991 .
[82] Eduardo N. Dvorkin,et al. 2D finite elements with displacement interpolated embedded localization lines: The analysis of fracture in frictional materials , 1991 .
[83] K. C. Valanis,et al. A Global Damage Theory and the Hyperbolicity of the Wave Problem , 1991 .
[84] Zdenek P. Bazant,et al. Why Continuum Damage is Nonlocal: Micromechanics Arguments , 1991 .
[85] M. Klisinski,et al. FINITE ELEMENT WITH INNER SOFTENING BAND , 1991 .
[86] Z. Bažant,et al. Nonlocal microplane model for fracture, damage, and size effect in structures , 1990 .
[87] Jean-Louis Chaboche,et al. Mechanics of Solid Materials , 1990 .
[88] E. Dvorkin,et al. Finite elements with displacement interpolated embedded localization lines insensitive to mesh size and distortions , 1990 .
[89] M. Tabbara,et al. RANDOM PARTICLE MODEL FOR FRACTURE OF AGGREGATE OR FIBER COMPOSITES , 1990 .
[90] T. O'sullivan,et al. Mechanical Properties of Thin Films , 1990 .
[91] Gilles Pijaudier-Cabot,et al. Measurement of Characteristic Length of Nonlocal Continuum , 1989 .
[92] Z. Bažant,et al. Nonlocal Smeared Cracking Model for Concrete Fracture , 1988 .
[93] J. Rots. Computational modeling of concrete fracture , 1988 .
[94] T. Belytschko,et al. A finite element with embedded localization zones , 1988 .
[95] Zdeněk P. Bažant,et al. Non-local yield limit degradation , 1988 .
[96] Z. Bažant,et al. Nonlocal Continuum Damage, Localization Instability and Convergence , 1988 .
[97] A. Needleman. Material rate dependence and mesh sensitivity in localization problems , 1988 .
[98] Z. Bažant,et al. Determination of Fracture Energy from Size Effect and Brittleness Number , 1987 .
[99] A. Needleman. A Continuum Model for Void Nucleation by Inclusion Debonding , 1987 .
[100] S. Xia,et al. A nonlocal damage theory , 1987 .
[101] M. Ortiz,et al. A finite element method for localized failure analysis , 1987 .
[102] R. de Borst,et al. Non-linear analysis of frictional materials , 1986 .
[103] Mark Kachanov,et al. A simple technique of stress analysis in elastic solids with many cracks , 1985, International Journal of Fracture.
[104] Ted Belytschko,et al. Wave propagation in a strain-softening bar: Exact solution , 1985 .
[105] Konrad Staudacher,et al. Author's closure☆ , 1985 .
[106] Zdenek P. Bazant,et al. Imbricate continuum and its variational derivation , 1984 .
[107] G. A. Hegemier,et al. Strain softening of rock, soil and concrete — a review article , 1984 .
[108] Ted Belytschko,et al. Continuum Theory for Strain‐Softening , 1984 .
[109] Ta-Peng Chang,et al. Instability of Nonlocal Continuum and Strain Averaging , 1984 .
[110] Habibollah Akbar,et al. Cracking in Reinforced Concrete Analysis , 1984 .
[111] J. Mazars. APPLICATION DE LA MECANIQUE DE L'ENDOMMAGEMENT AU COMPORTEMENT NON LINEAIRE ET A LA RUPTURE DU BETON DE STRUCTURE , 1984 .
[112] Z. Bažant. Size Effect in Blunt Fracture: Concrete, Rock, Metal , 1984 .
[113] Zdenek P. Bazant,et al. FRACTURE IN CONCRETE AND REINFORCED CONCRETE. , 1983 .
[114] Z. Bažant,et al. Crack band theory for fracture of concrete , 1983 .
[115] Zdenek P. Bazant,et al. CRACK BAND MODEL FOR FRACTURE OF GEOMATERIALS. , 1982 .
[116] Zenon Mróz,et al. Finite element analysis of deformation of strain‐softening materials , 1981 .
[117] A. Cemal Eringen,et al. Nonlocal Stress Field at Griffith Crack. , 1980 .
[118] Zdenek P. Bazant,et al. Instability, Ductility, and Size Effect in Strain-Softening Concrete , 1978 .
[119] A. C. Eringen,et al. Crack-tip problem in non-local elasticity , 1977 .
[120] A. Hillerborg,et al. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements , 1976 .
[121] P. F. Walsh. Crack initiation in plain concrete , 1976 .
[122] P. M. Naghdi,et al. The significance of formulating plasticity theory with reference to loading surfaces in strain space , 1975 .
[123] D. Besdo. Ein Beitrag zur nichtlinearen Theorie des Cosserat-Kontinuums , 1974 .
[124] A. Isihara,et al. Theory of Liquid Crystals , 1972 .
[125] A. Cemal Eringen,et al. Linear theory of nonlocal elasticity and dispersion of plane waves , 1972 .
[126] A. Eringen,et al. On nonlocal elasticity , 1972 .
[127] Z. Bažant. MICROPOLAR MEDIUM AS A MODEL FOR BUCKLING OF GRID FRAMEWORKS. , 1971 .
[128] Dominic G.B. Edelen,et al. Nonlocal continuum mechanics , 1971 .
[129] Dominic G.B. Edelen,et al. On the thermodynamics of systems with nonlocality , 1971 .
[130] H. Lippmann. Eine Cosserat-Theorie des plastischen Flie\ens , 1969 .
[131] Y. R. Rashid,et al. Ultimate strength analysis of prestressed concrete pressure vessels , 1968 .
[132] E. Kröner,et al. Elasticity theory of materials with long range cohesive forces , 1967 .
[133] E. Kröner,et al. Nichtlokale Elastostatik: Ableitung aus der Gittertheorie , 1966 .
[134] A. Cemal Eringen,et al. A unified theory of thermomechanical materials , 1966 .
[135] R. D. Mindlin. Second gradient of strain and surface-tension in linear elasticity , 1965 .
[136] A. Green. Micro-materials and multipolar continuum mechanics , 1965 .
[137] A. Eringen,et al. LINEAR THEORY OF MICROPOLAR ELASTICITY , 1965 .
[138] A. Cemal Eringen,et al. NONLINEAR THEORY OF SIMPLE MICRO-ELASTIC SOLIDS-I , 1964 .
[139] J. Glucklich. Fracture of Plain Concrete , 1963 .
[140] J. Krumhansl. GENERALIZED CONTINUUM FIELD REPRESENTATIONS FOR LATTICE VIBRATIONS , 1963 .
[141] R. Bellman,et al. Plastic Flow and Fracture in Solids , 1962 .
[142] H. Hartmann. Handbuch der Physik. Herausgegeben von S. Flügge. Bd. V, Teil 1: Prinzipien der Quantentheorie 1, VI. 376 Seiten mit 7 Figuren. Springer Verlag, Berlin‐Göttingen‐Heidelberg 1958. Preis: DM 90,—. , 1961, Zeitschrift für Elektrochemie, Berichte der Bunsengesellschaft für physikalische Chemie.
[143] D. S. Dugdale. Yielding of steel sheets containing slits , 1960 .
[144] H. London. The Armorial Glass of the Oxford Diocese, 1250–1850. By E. A. Greening Lamborn. 8½×5½. Pp. xxxi + 179 with 65 plates and 8 pedigrees. Published for the Berkshire Archaeological Society by Geoffrey Cumberlege, Oxford University Press, London, 1949. 30s. , 1950, The Antiquaries Journal.
[145] J. Morrison. The Yield of Mild Steel with Particular Reference to the Effect of Size of Specimen , 1939 .
[146] J. S. Wilson,et al. Stability of Structures , 1935, Nature.
[147] R. Fisher,et al. Limiting forms of the frequency distribution of the largest or smallest member of a sample , 1928, Mathematical Proceedings of the Cambridge Philosophical Society.
[148] W. Hardy. The Conduction of the Nervous Impulse , 1918, Nature.
[149] Z. Bažant. Reminiscences on four decades of struggle and progress in softening damage and size effect , 2002 .
[150] enek Zant. EFFECT OF FINITE ELEMENT CHOICE IN BLUNT CRACK BAND ANALYSIS , 2002 .
[151] N.,et al. A PHENOMENOLOGICAL THEORY FOR STRAIN GRADIENT EFFECTS IN PLASTICITY , 2002 .
[152] Milan Jirásek,et al. On regularized plasticity models for strain-softening materials , 2001 .
[153] Jan Cervenka,et al. Equivalent Localization Element for Crack Band Model and as Alternative to Elements with Embedded Discontinuities , 2001 .
[154] N. A. Flecka,et al. A reformulation of strain gradient plasticity , 2001 .
[155] Claudia Comi,et al. A non-local model with tension and compression damage mechanisms , 2001 .
[156] M. Jirásek. CONDITIONS OF UNIQUENESS FOR FINITE ELEMENTS WITH EMBEDDED CRACKS , 2000 .
[157] K. Otsuka,et al. Fracture process zone in concrete tension specimen , 2000 .
[158] G. Borino,et al. THERMODYNAMICALLY CONSISTENT PLASTICITY MODELS WITH LOCAL AND NONLOCAL INTERNAL VARIABLES , 2000 .
[159] Xiaozhi Hu,et al. Size effect on toughness induced by crack close to free surface , 2000 .
[160] G. Borino,et al. A THERMODYNAMICALLY CONSISTENT NON LOCAL FORMULATION FOR ELASTO-DAMAGING MATERIALS: THEORY AND COMPUTATIONS , 2000 .
[161] Huajian Gao,et al. Mechanism-based strain gradient plasticity—II. Analysis , 2000 .
[162] P. Krysl,et al. Finite element simulation of ring expansion and fragmentation: The capturing of length and time scales through cohesive models of fracture , 1999 .
[163] Jan Carmeliet,et al. Optimal estimation of gradient damage parameters from localization phenomena in quasi‐brittle materials , 1999 .
[164] R. D. Mindlin. MICROSTRUCTURE IN LINEAR ELASTICITY , 1999 .
[165] John W. Hutchinson,et al. Models of Interface Separation Accompanied by Plastic Dissipation at Multiple Scales , 1999 .
[166] Huajian Gao,et al. Mechanism-based strain gradient plasticity—II. Analysis , 2000 .
[167] J. Tinsley Oden,et al. Advances in adaptive computational methods in mechanics , 1998 .
[168] P. Fuschi,et al. A thermodynamically consistent formulation of nonlocal and gradient plasticity , 1998 .
[169] Pedro Díez,et al. Error estimation and adaptive finite element analysis of softening solids , 1998 .
[170] H. Kang,et al. Triaxial constitutive model for plain and reinforced concrete behavior , 1997 .
[171] Kenneth Runesson,et al. A thermodynamically consistent theory of gradient-regularized plasticity coupled to damage , 1997 .
[172] R. Borst,et al. Experimental monitoring of strain localization and failure behaviour of composite materials , 1996 .
[173] Aurelio Muttoni,et al. Fracture and Damage in Quasibrittle Structures , 1994 .
[174] Thomas Olofsson,et al. Inner softening bands : a new approach to localization in finite elements , 1994 .
[175] H.E.J.G. Schlangen,et al. Experimental and numerical analysis of fracture processes in concrete : proefschrift , 1993 .
[176] J. C. Simo,et al. An analysis of strong discontinuities induced by strain-softening in rate-independent inelastic solids , 1993 .
[177] K. Valanis. A theory of damage in brittle materials , 1990 .
[178] V. I. Fabrikant,et al. Complete Solutions to Some Mixed Boundary Value Problems in Elasticity , 1989 .
[179] Jacky Mazars,et al. Une technique expérimentale appliquée au béton pour créer un endommagement diffus et mettre en évidence son caractère unilatéral , 1989 .
[180] Michael Ortiz,et al. Microcrack coalescence and macroscopic crack growth initiation in brittle solids , 1988 .
[181] C. Saouridis. Identification et numerisation objectives de comportements adoucissants : une approche multiechelle de l'endommagement du beton , 1988 .
[182] Mark Kachanov,et al. Elastic solids with many cracks: A simple method of analysis , 1987 .
[183] Roderic S. Lakes,et al. Experimental microelasticity of two porous solids , 1986 .
[184] Zdeněk P. Bažant,et al. Mechanics of fracture and progressive cracking in concrete structures , 1985 .
[185] A. Eringen. Theories of nonlocal plasticity , 1983 .
[186] Dominik Rogula,et al. Introduction to Nonlocal Theory of Material Media , 1982 .
[187] A. Cemal Eringen,et al. On nonlocal plasticity , 1981 .
[188] Z. Bažant,et al. Blunt Crack Band Propagation in Finite Element Analysis , 1979 .
[189] Hideomi Ohtsubo,et al. STABILITY CONDITIONS FOR PROPAGATION OF A SYSTEM OF CRACKS IN A BRITTLE SOLID , 1977 .
[190] Quoc Son Nguyen,et al. Sur les matériaux standard généralisés , 1975 .
[191] A. Cemal Eringen,et al. Stress concentration at the tip of crack , 1974 .
[192] W. Noll. A new mathematical theory of simple materials , 1972 .
[193] Milan David,et al. Analysis of Prestressed Concrete Pressure Vessels for Nuclear Reactors in Czechoslovakia , 1972 .
[194] Asce,et al. Long-Wave Extensional Buckling of Large Regular Frames , 1972 .
[195] D. Edelen. Protoelastic bodies with large deformation , 1969 .
[196] I. Kunin. The Theory of Elastic Media with Microstructure and the Theory of Dislocations , 1968 .
[197] I. Kunin. Theory of elasticity with spatial dispersion one-dimensional complex structure , 1966 .
[198] A. Eringen. Mechanics of micromorphic materials , 1966 .
[199] P. M. Naghdi,et al. A general theory of an elastic-plastic continuum , 1965 .
[200] R. Toupin,et al. Theories of elasticity with couple-stress , 1964 .
[201] R. Rivlin,et al. Simple force and stress multipoles , 1964 .
[202] R. D. Mindlin. Micro-structure in linear elasticity , 1964 .
[203] R. S. Rivlin,et al. Multipolar continuum mechanics , 1964 .
[204] W. T. Koiter. Couple-stresses in the theory of elasticity , 1963 .
[205] R. Toupin. Elastic materials with couple-stresses , 1962 .
[206] H. F. Tiersten,et al. Effects of couple-stresses in linear elasticity , 1962 .
[207] G. I. Barenblatt. THE MATHEMATICAL THEORY OF EQUILIBRIUM CRACKS IN BRITTLE FRACTURE , 1962 .
[208] E. Rajagopal. The Existence of Interfacial Couples in Infinitesimal Elasticity , 1960 .
[209] J. L. Ericksen,et al. Anisotropic fluids , 1959 .
[210] W. Guenther,et al. Zur Statik und Kinematik des Cosseratschen Kontinuums , 1958 .
[211] W. Weibull,et al. The phenomenon of rupture in solids , 1939 .
[212] Lord Rayleigh,et al. I. Notes on the theory of lubrication , 1918 .
[213] A. l.. Leçons sur la Propagation des Ondes et les Équations de l'Hydrodynamique , 1904, Nature.
[214] Pierre Maurice Marie Duhem,et al. Le potentiel thermodynamique et la pression hydrostatique , 1893 .
[215] Annali DI Matematica,et al. Annali di Matematica pura ed applicata , 1892 .
[216] Z. P. Ba~ant. Why Continuum Damage Is Nonlocal: Justification by Quasiperiodic Microcrack Array , 2022 .
[217] Zdenik P Baiant,et al. Mechanics of distributed cracking , 2022 .
[218] Huajian Gao,et al. Mechanism-based strain gradient plasticity— I. Theory , 1999 .
[219] Zden Ek,et al. Concrete Fracture Models: Testing and Practice , 2022 .
[220] Z. P. BAZANTt,et al. ANALOGY BETWEEN MICROPOLAR CONTINUUM AND GRID FRAMEWORKS UNDER INITIAL STRESS , 2022 .