Optimum Design For Reinforced Concrete
Pavement By Parallel Finite Element Code
Author(s)
C. J. Martins, R. R. Silva, L. A. Martins, E. V. Andrade
& F. R. G. Padula
Abstract
In this work, the structural behavior of reinforced hollow-core concrete slabs
considered as industrial pavement will be displayed. The geometry of the plates
was obtained by numerical modeling through computer algorithm based on the
parallel Finite Element Method in, considering both the soil and concrete like
elastoplastic materials. It will be shown that greater speed of execution and
significant reduction in consumption of materials, and by this way, economy in
the implementation of an industrial pavement through the design of a precast
hollow-core concrete slab was obtained.
Keywords: PCP, constructive systems, non-linear finite element method,
concrete pavement, hollow-core slabs, precasting concrete.
Keywords
PCP, constructive systems, non-linear finite element method,
concrete pavement, hollow-core slabs, precasting concrete.
Related Book
Other papers in this volume
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