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In the experimental stage, the influence of the reinforcement on the various slabs tested was analysed by studying their behaviour at failure and by making a bending stiffness analysis.
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The various slab systems investigated include: beam & slab, flat slab and flat plates while concurrently considering the use of conventionally reinforced and post-tensioned construction methods.
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Due to a shortage of construction material, the wearing course was executed in various materials mostly concrete slabs, with some asphalt concrete sections and even some cobblestone-covered sections.
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The proposed numerical procedure is applied to various reinforced concrete slab problems with arbitrary geometries and different boundary conditions.
Various reinforced concrete slab problems with arbitrary geometries and different boundary conditions were solved to illustrate the efficacy of the proposed numerical procedure.
The finite element method was used to investigate various effects, from slab thickness, concrete, steel bars and FRP properties to the behaviors and maximum capacities of the FRP-strengthened RC slabs.
In summary, while the main variability of Cl/F ratio among melt inclusions is produced by the various composition of slab component, within the same arc region or the same volcano at a given time, some Cl/F variability can be explained by variable amount of the same slab component (which has also a strong influence on the degree of melting of the mantle wedge).
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