Silo Foundation Optimization Through
Reinforcement Concrete Shell Structure
Author(s)
C. J. Martins, O. A. Figueiredo, L. A. Martins
& R. A. F. Peixoto
Abstract
The objective of the present work is to perform a technical and economic
analysis of the adoption of shell as a structural solution for the foundation of
industrial vertical silo. Initially projected in a rigid and flat slab, the foundations
of a vertical silo were optimized by numerical computational modeling through a
parallel Finite Element Method code, adopting shell in the form of reversed
cone. It will be shown that a significant reduction of structural concrete of steel
was obtained with the optimization of the silo foundations, and by this way,
economy in the execution of the structure.
Keywords: non-linear analysis, constructive systems, finite element method,
foundations in shell, parallel computing.
Keywords
non-linear analysis, constructive systems, finite element method,
foundations in shell, parallel computing.
Related Book
Other papers in this volume
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