Analytical study of flexural behavior of various components utilizing the formwork panels made of high-strength concrete
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Using a new generation formwork system made from high-strength concrete is an advanced construction approach, not only reducing construction time but also improving the surface quality and enhancing the load-bearing capacity of reinforced concrete (RC) structures. This study aims to investigate the flexural behavior of RC components when using the novel formwork system was investigated to clarify its effectiveness in enhancing the flexural performance. For this purpose, a series of simulations with different scenarios corresponding to flexural components, including columns, beams, walls, and floors, were conducted. The results show that high-strength concrete formwork combined with stainless steel or FRP-reinforced materials helps increase the flexural capacity of the resulting components. Ensuring the bond between the formwork layer and the in-situ concrete is essential to maintain the loading-bearing behavior for thin components such as floors and walls because it significantly affects the effective cross-section of the element.
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