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Steel Fibres as Reinforcement in Post-tensioned Flat Slabs
2015
Civil engineering and architecture
This paper presents a numerical investigation of a post-tensioned flat slab without conventional longitudinal reinforcement; only steel fibres were employed to ensure sufficient ductility and shear capacity of the slab. Results were taken from a reported experiment conducted on a full scale steel fibre-reinforced flat slab (0.38% fibre content) which was tested until failure, undergoing a ductile bending failure. A nonlinear finite element analysis was employed to study the experiment,
doi:10.13189/cea.2015.030501
fatcat:bctkkor3bzfcpf5gqxu7z4vssm