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• W4285282369 abstract "In conventional reinforced concrete structures temporary formwork supports the wet concrete and the reinforcement during casting. The temporary formworks are usually made up of steel or wood are used to support fresh concrete during the casting and curing stage of concrete. They are removed after the concrete sets. An alternative to this method is the use of Stay-in-Place (SiP) forms. When they are structurally integrated with concrete, they hold the fresh concrete and acts as reinforcement to the system once the concrete is set. Thus, the development of competent bond strength between concrete and SiP form is imperative for their composite action. Fibre Reinforced Polymers (FRPs) have high resistance to corrosion, low self-weight, and high tensile strength. They have evolved as an alternative material for the construction industry with the strategic application of SiP. FRP SiP formworks are designed to act as a support for casting concrete and as a tension reinforcement when the concrete is cured. For composite action between the formwork and concrete, a proper bond between them is essential. This chapter presents state- of- art about FRP SiP formwork. It also presents a feasibility study in which an FRP plank was used as a SIP form serving as formwork during the wet stage and as reinforcement during the hardened stage. An experimental investigation was carried out through shear and flexure tests. A feasibility study in which a pultruded FRP plank was used as SiP form serving as formwork during the wet stage and as reinforcement during the hardened stage is presented in this paper. In shear tests, two different bond mechanisms, aggregate bonding, and adhesive bond were investigated using three different adhesives. Two different novel shear experimental setups were prepared to evaluate the bond. The load capacities and failure modes were examined. The experimental results show that the types of adhesive have a significant impact on the bond. In flexural testing, cyclic four-point bending tests were conducted on FRP SiP beams (with and without bond treatment) and conventional steel-reinforced beams to evaluate the load-carrying capacity and failure modes of the proposed hybrid beam. FRP-SiP beams failed at higher load and a higher deflection compared to conventional steel reinforced specimens. Thus, the present investigation affirms the feasibility of using FRP plank as SiP formwork." @default.
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• W4285282369 date "2022-01-01" @default.
• W4285282369 modified "2023-10-03" @default.
• W4285282369 title "Fibre Reinforced Polymer Stay-in-Place (SiP) Structural Formwork and its Bond with Concrete" @default.
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• W4285282369 doi "https://doi.org/10.1007/978-981-19-2424-8_2" @default.
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