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- W3174662465 abstract "Understanding the structural behaviour of two-way reinforced concrete slabs has been one of the most challenging and complicated tasks for decades. Ultra High Performance Fibre Reinforced Concrete (UHPFRC), which is a relatively new construction material, has added to this challenge. This is due to the limited studies available on slab structural components and systems made from this concrete. To conduct a comprehensive investigation on the bending behaviour of UHPFRC, both simply supported (SS) and fully fixed (FF) boundary conditions were examined. Because boundary conditions have a significant effect on failure modes, load-deflection curves and crack propagation, the study presents the results of experimental and numerical studies on the structural behaviour for specimens with various thicknesses. In addition, a nonlinear finite element (FE) analysis using the concrete damage plasticity (CDP) model in ABAQUS was developed to simulate the experimental test results. The numerical studies showed the model can accurately predict the load-displacement curves of statically indeterminate UHPFRC elements. Close agreement between numerical and experimental results was also found in terms of ultimate load-carrying capacity of the slabs." @default.
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- W3174662465 date "2021-06-01" @default.
- W3174662465 modified "2023-09-26" @default.
- W3174662465 title "Modelling ultra high performance fibre reinforced concrete UHPFRC slabs using concrete damage plasticity model" @default.
- W3174662465 hasPublicationYear "2021" @default.
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