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 h...
There exist two basic formulations of static shakedown theorem for bounded kinematic hardening (KH) ...
For elastic-perfectly plastic materials with constant properties, the well-known Melan’s theorem giv...
A vector of residual forces of the ideally elastic-plastic structure at shakedown is obtained by sol...
Dynamic shakedown for a rate-independent material with internal variables is addressed in the hypoth...
Elastic shakedown for discrete, or finite-element discretized, structures subjected to combinations ...
The classical shakedown theory is reconsidered with the objective of extending it to a quite general...
ELASTIC-PERFECTLY PLASTIC SOLID STRUCTURES are considered subjected to combined loads, superposition...
The (elastic) shakedown problem for structures subjected to loads and temperature variations is addr...
Internal variable elastic-plastic-damage, or elastic-damage, material models endowed with free energ...
Although the shakedown theorems for perfect plasticity have been known since Koiter's 1960 review pa...
Non-smooth mechanics is concerned with systems for which constraints are imposed on the physical qua...
Direct methods apt to evaluate the load-carrying capacity of structural systems are those analysis p...
International audienceThis paper is concerned with the large-time be-haviour of shape-memory alloys ...
A consistent set of theorems is presented in this paper which permits the determination of ultimate ...
<正> A dynamic shakedown theorem for an elasto-kinematic work-hardenlng material with an arbitr...
There exist two basic formulations of static shakedown theorem for bounded kinematic hardening (KH) ...
For elastic-perfectly plastic materials with constant properties, the well-known Melan’s theorem giv...
A vector of residual forces of the ideally elastic-plastic structure at shakedown is obtained by sol...
Dynamic shakedown for a rate-independent material with internal variables is addressed in the hypoth...
Elastic shakedown for discrete, or finite-element discretized, structures subjected to combinations ...
The classical shakedown theory is reconsidered with the objective of extending it to a quite general...
ELASTIC-PERFECTLY PLASTIC SOLID STRUCTURES are considered subjected to combined loads, superposition...
The (elastic) shakedown problem for structures subjected to loads and temperature variations is addr...
Internal variable elastic-plastic-damage, or elastic-damage, material models endowed with free energ...
Although the shakedown theorems for perfect plasticity have been known since Koiter's 1960 review pa...
Non-smooth mechanics is concerned with systems for which constraints are imposed on the physical qua...
Direct methods apt to evaluate the load-carrying capacity of structural systems are those analysis p...
International audienceThis paper is concerned with the large-time be-haviour of shape-memory alloys ...
A consistent set of theorems is presented in this paper which permits the determination of ultimate ...
<正> A dynamic shakedown theorem for an elasto-kinematic work-hardenlng material with an arbitr...
There exist two basic formulations of static shakedown theorem for bounded kinematic hardening (KH) ...
For elastic-perfectly plastic materials with constant properties, the well-known Melan’s theorem giv...
A vector of residual forces of the ideally elastic-plastic structure at shakedown is obtained by sol...