The Optimal Control of the Elastic Stress State Using Boundary Loads

Vladimir Lalin; Alexey Savchenko; Stanislav Dyakov; Irina Lalina

doi:10.4028/www.scientific.net/AMM.725-726.836

Paper Titles

Justification of Using Delta-Functions in the Theory of Shells Featuring Irregularities
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Calculation on Formation of Longitudinal Cracks in Reinforced Concrete Structures Taking into Account Nonlinearity of Concrete Straining
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Modeling Nonlinear Deformation and Destruction Masonry under Biaxial Stresses Part 2 - Strength Criteria and Numerical Experiment
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Quadrilateral Finite Element for Analysis of Reinforced Concrete Floor Slabs and Foundation Plates
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The Optimal Control of the Elastic Stress State Using Boundary Loads
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The Analysis of Convergence of Finite Element Method for a Foundation Slab on the Bilinear Subgrade
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New Numerical Methods for Structural Mechanics Problems in Unbounded Domains
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Correct Formulation of the Stability Problem for Timoshenko Beam
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The Initial Boundary-Value Problem for a Mathematical Model for Granular Medium
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 725-726The Optimal Control of the Elastic Stress State...

The Optimal Control of the Elastic Stress State Using Boundary Loads

Abstract:

For elastic frames authors offer a method of solving the tasks of optimal control of the stress state, when the boundary loads are the controlling parameters. In difference from other papers it is offered to use deformation energy as a merit functional. This functional estimates the deviation between two functions: optimal function and given function. Examples of the solution are given.

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Periodical:

Applied Mechanics and Materials (Volumes 725-726)

Pages:

836-841

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.725-726.836

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Online since:

January 2015

Authors:

Vladimir Lalin, Alexey Savchenko*, Stanislav Dyakov, Irina Lalina

Keywords:

Boundary Loads, Energy Norm, Optimal Control, Optimal Solution, Variational Formulation

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