Abstract
In the paper some optimization problems of consolidation process are considered. The consolidation process is treated as a control system described by partial differential equations. In the control theory this case of a system is called “system with distributed parameters” and became the subject of intensive investigations in the recent years [2]. Application of the control theory is here not accidental; we will see, that the non-classical variational problems considered in the paper—are of the nature of problems of optimal control theory.
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References
Feldbaum, A. A., Butkovsky, A. G.: Method of Theory of Automatic Control (in Russian), Moscow 1971.
Szefer, G.: Deformable Material Continuum as a Control System with Spatially Distributed Parameters. Archives of Mechanics 23, 6 (1971).
Zaretsky, J. K.: Consolidation Theory of Soils (in Russian), Moscow 1967.
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© 1975 Springer-Verlag, Berlin/Heidelberg
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Szefer, G. (1975). Optimal Control of the Consolidation Process. In: Sawczuk, A., Mróz, Z. (eds) Optimization in Structural Design. International Union of Theoretical and Applied Mechanics. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-80895-1_7
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DOI: https://doi.org/10.1007/978-3-642-80895-1_7
Publisher Name: Springer, Berlin, Heidelberg
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