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Various reinforcement systems have been presented in the literature, characterized by several parameters (FRP materials, configuration, reinforcement ratio, anchored bars etc).
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For more difficult acetabular configurations, reinforcement rings were used.
Open image in new window Fig. 3 Configuration and reinforcement details of B40 beam.
Open image in new window Fig. 1 column0 configurationurandon and reinforcement details.
The last part of the paper contains a selection of the most effective configurations of reinforcement in two masonry work ranges: – 1. Closed to the elastic masonry work and 2. Inelastic (degraded) range.
This paper aims, on the one hand, to analyse the most important applications of FRC in tunnel linings worldwide and, on the other hand, presents a design methodology which enables the reinforcement configuration of fibre reinforced concrete in precast segments to be optimised.
Three slabs of each reinforcement configuration were produced and tested: conventionally reinforced slabs, steel fibre reinforced slabs and a combination of both reinforcement types.
The conventional thermal analysis approach provided in aforementioned building codes is to solve the equilibrium of a given reinforced concrete section with a predetermined reinforcement configuration.
It is also found that the double-sided reinforcement configuration is superior to single-sided or interlayer configurations, and both the circular and elliptical VAT reinforcements possess their optimal dimensions when considering the weight.
Against this background, this paper presents the idea of a new transverse reinforcement configuration (TRC) for improved seismic performance of rectangular (including square) reinforced concrete (RC) columns.
The model takes into account the effect of many parameters related to transverse reinforcement configuration, longitudinal reinforcement ratio, and volumetric ratio.
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