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shakedown
The formulas of the yield pressure, limit pressure and region of shakedown are obtained.
      
Shakedown analysis of shell structures of kinematic hardening materials
      
It is of great practical importance to analyze the shakedown of shell structures under cyclic loading, especially of those made of strain hardening materials.
      
Shakedown analysis of elasto-plastic structures subjected to external loading and temperature variation
      
A new kinematical shakedown theorem is presented under the consideration that external load and temperature change slowly.
      
The optimal design of plane beam structures made of elastic perfectly plastic material is studied according to the shakedown criterion.
      
The design problem is formulated by means of a statical approach on the grounds of the shakedown lower bound theorem, and by means of a kinematical approach on the grounds of the shakedown upper bound theorem.
      
In both cases two different types of design problems are formulated: one searches for the minimum volume design whose shakedown limit load is assigned; the other searches for the design of the assigned volume whose shakedown limit load is maximum.
      
In the second solution method, the shakedown of the truss is also taken into consideration.
      
Computational methods for optimal shakedown design of FE structures
      
The paper concerns the optimal shakedown design of structures discretized by elastic perfectly plastic finite elements.
      
Finally, an alternative numerical approach devoted to obtaining the optimal shakedown design is presented.
      
Optimum shakedown design under residual displacement constraints
      
The optimization problem is formulated on the basis of the classical lower bound theorem of shakedown, supplemented by appropriate constraints on deflections obtained from existing bounding results.
      
Plastic behaviour and stability constraints in the shakedown analysis and optimal design of trusses
      
A shakedown analysis and optimum shakedown design of elasto-plastic trusses under multi-parameter static loading are presented.
      
Optimization of shakedown loading under constrained residual displacement is considered for elastic and perfectly plastic circular plates.
      
Thus, the load optimization problem at shakedown is stated as a pair of problems that are executed in parallel: the main load optimization and the verification of the prescribed magnitudes of the bounds on the residual deflections.
      
Computational procedures for plastic shakedown design of structures
      
On exactness of the kinematical approach in the structural shakedown and limit analysis
      
 

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