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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.
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 test variables were lateral restraint stiffness, reinforcement configuration and concrete strength.
Finally, the developed code is used to obtain the optimum FRP reinforcement configuration for a RC frame structure.
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Different reinforcement configurations were evaluated.
Two different reinforcement configurations, simulating field application, are evaluated.
Reinforcement configurations and arrangements previously not studied in the literature are reported on.
Diagonal compression tests are carried out on two unreinforced panels and six strengthened panels with different reinforcement configurations.
(f) Future work by the authors will include the formulation of a refined hollow section confinement model for various section geometries, transverse reinforcement configurations, and axial loads.
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