Nonassociated and coupled flow rules of elastoplasticity for rock-like materials
Tóm tắt
Từ khóa
Tài liệu tham khảo
Zienkiewicz, 1970, Analysis of non linear problems in rock mechanics with particular reference to jointed rock systems, Vol. 3
Goodman, 1973, On modelling techniques for the study of tunnels in jointed rock
Miller, 1972, A new yield condition and hardening rule for rocks, Int. J. Rock Mech. Min. Sci., 9, 453, 10.1016/0148-9062(72)90039-3
Wroth, 1978
Rice, 1971, Inelastic constitutive relations for solids: an internal variable theory and its application to metal plasticity, J. Mech. Phys. Sol., 19, 433, 10.1016/0022-5096(71)90010-X
Drucker, 1964, On the postulate of stability of material in mechanics of continua, J. Mécanique, 3, 235
Jaeger, 1971
Roscoe, 1968, The generalized stress-strain behaviour of soft clays, 535
Bieniawski, 1969, Deformational behaviour of fractured rock under multiaxial compression, 589
Wawersik, 1970, A study of brittle rock fracture in laboratory compression experiments, Int. J. Rock Mech. Min. Sci., 7, 561, 10.1016/0148-9062(70)90007-0
Hardy, 1973, The failure of rock beams, Part I and II, Int. J. Rock Mech. Min. Sci., 10, 53, 10.1016/0148-9062(73)90059-4
Hardy, 1973, The failure of rock beams, Part I and II, Int. J. Rock Mech. Min. Sci., 10, 69, 10.1016/0148-9062(73)90059-4
Rudnicki, 1975, Conditions for localization of deformation in pressure-sensitive dilatant materials, J. Mech. Phys. Solids, 25, 371, 10.1016/0022-5096(75)90001-0
Bažant, 1976, Instability, ductility, and size effect in strain-softening concrete, 331
Maier, 1967, On elastoplastic structures with associated stress-strain relations allowing for strainsoftening, Meccanica, 2, 55, 10.1007/BF02128155
Nguyen, 1975, Stability of equilibrium in elastic plastic solids
Di Maggio, 1971, Material Model for Granular Soils, 935
Maier, 1966, Sui legami associati tra sforzi e deformazioni incrementali in elastoplasticitá, Rendiconti dell'Istituto Lombardo di Science e Lettere, A, 100, 809
Mròz, 1966, On forms of constitutive laws for elastic-plastic solids, Archs Mech., 1, 18
Maier, 1969, Linears flow laws of elastoplasticity: a unified general approach, Rendiconti dell'Accademia Naxionale dei Lincei, 142, 132
Hueckel, 1975, On plastic flow of granular and rocklike materials with variable elasticity moduli, Bull. Polish Acad. Sci., Ser. Sci. Tech., 23, 405
Hueckel, 1976, Coupling of elastic and plastic deformations of bulk solids, Meccanica—J. Ital. Ass. Theor. Appl. Mech., 11, 227
Hueckel, 1977, Incremental boundary value problems in the presence of coupling of elastic and plastic deformations: a rock mechanics oriented theory, Int. J. Solids Structures, 1, 1, 10.1016/0020-7683(77)90087-7
Hill, 1958, A general theory of uniqueness and stability in elastic-plastic solids, J. Mech. Phys. Solids, 6, 236, 10.1016/0022-5096(58)90029-2
Mandel, 1968, Conditions de stabilité et postulat de Drucker, 58
Maier, 1973, Effects of geometry change on the essential features of inelastic behaviour, 819
Bieniawski, 1967, Mechanism of brittle fracture of rock, Int. J. Rock Mech. Min. Sci., 395, 10.1016/0148-9062(67)90030-7
Bieniawski, 1967, Mechanism of brittle fracture of rock, Int. J. Rock Mech. Min. Sci., 407, 10.1016/0148-9062(67)90031-9
Bellman, 1960
Radenkovic, 1961, Théorie des charges limites, extension à la mécanique des sols, 129
Drucker, 1952, Soil mechanics and plastic analysis or limit design, Quart. Appl. Math., 10, 157, 10.1090/qam/48291
Szczepiński, 1974, Limit analysis and kinematics of granular media, P.W.N.
Jenike, 1959, On the plastic flow of Coulomb solids beyond original failure, J. Appl. Mech., 27, 599, 10.1115/1.4012119
Merkle, 1970, An ellipsoidal yield function for materials that can both dilate and compact inelastically, Nucl. Eng. Design, 12, 425, 10.1016/0029-5493(70)90056-7
Bažant, 1976, Endochronic theory of inelasticity and failure of concrete, 3, 701