Theorems of restricted dynamic shakedown

Abstract Dynamic shakedown for a rate-independent material with internal variables is addressed in the hypothesis that the load values are restricted to those of a specified load history of finite or even infinite duration, thus ruling out the possibility—typical of classical shakedown theory—of indefinite load repetitions. Instead of the usual approach to dynamic shakedown, based on the bounded plastic work criterion, another approach is adopted here, based on the adaptation time criterion. Static, kinematic and mixed-form theorems are presented, which characterize the minimum adaptation time (MAT), a feature of the structure-load system, but which are also able to assess whether plastic work is finite or not in the case of infinite duration load histories, where they then prove to be equivalent to known shakedown theorems.

[1]  Genbao Zhang,et al.  Shakedown with nonlinear strain-hardening including structural computation using finite element method , 1992 .

[2]  Giulio Maier,et al.  Dynamic non-shakedown theorem for elastic perfectly-plastic continua , 1974 .

[3]  Giulio Maier,et al.  Inadaptation theorems in the dynamics of elastic-work hardening structures , 1973 .

[4]  Castrenze Polizzotto,et al.  Dynamic shakedown by modal analysis , 1984 .

[5]  Giulio Maier,et al.  Dynamic shakedown and bounding theory for a class of nonlinear hardening discrete structural models , 1990 .

[6]  A.R.S. Ponter General displacement and work bounds for dynamically loaded bodies , 1975 .

[7]  Quoc Son Nguyen,et al.  Sur les matériaux standard généralisés , 1975 .

[8]  Michele Capurso Some Upper Bound Principles to Plastic Strains in Dynamic Shakedown of Elastoplastic Structures , 1979 .

[9]  Ernst Melan,et al.  Zur Plastizität des räumlichen Kontinuums , 1938 .

[10]  Giulio Maier,et al.  Shakedown analysis of elastoplastic structures: A review of recent developments , 1981 .

[11]  D. Weichert On the influence of geometrical nonlinearities on the shakedown of elastic-plastic structures , 1986 .

[12]  B. G. Neal,et al.  Recent progress in the plastic methods of structural analysis , 1951 .

[13]  Jan A. König,et al.  Shakedown of Elastic-Plastic Structures , 1987 .

[14]  S. Karadeniz,et al.  A linear programming upper bound approach to the shakedown limit of thin shells subjected to variable thermal loading , 1984 .

[15]  S. Caddemi,et al.  Shakedown problems for material models with internal variables , 1991 .

[16]  Leone Corradi,et al.  Dynamic shakedown theory allowing for second order geometric effects , 1975 .

[17]  Alberto Corigliano,et al.  Dynamic shakedown in elastoplastic structures with general internal variable constitutive laws , 1991 .

[18]  G. Maier A matrix structural theory of piecewise linear elastoplasticity with interacting yield planes , 1970 .

[19]  Giulio Ceradini,et al.  Dynamic Shakedown in Elastic-Plastic Bodies , 1980 .

[20]  Castrenze Polizzotto A bounding technique for dynamic plastic deformations of damped structures , 1984 .